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DETAILED PROJECT REPORT ON
PROPOSED DRINKING WATER GRID IN NIZAMABAD DISTRICT
1. BACKGROUND
Water is life sustaining and life giving and Water is one of the basic requirements of life.
For a healthy living, pure potable water is a must. The water, though a “priceless” commodity.
But, it is scarce. The total volume of usable water in the whole world is fixed and is less than half
percent of the total volume of water. The newly formed State of Telangana is one of the States
severely affected with Fluorosis. In some areas the fluoride level is nearer to 10 ppm.
According to the surveys conducted, it was observed that the Fluorosis is prevalent in all most all
the districts in Telangana. The severely affected districts are Nalgonda, Mahabubnagar,
Karimnagar, Warangal, Nizamabad, Ranga Reddy. The Telangana is also one of the effected
states with Brackishness in water. The brackishness of the drinking water is prevails in many
habitations of the state.
It has been established that, if the fluoride level exceeds the level of 1.5 ppm, it damages
the teeth resulting in Dental Fluorosis. Concentration above 3 ppm leads to skeletal Fluorosis. It
has also been observed that due to consumption of excess fluoride content water over a longer
period, premature old age occurs in younger age.
2. INTRODUCTION
The Government of Telangana is desired to improve the drinking water supply level to all
the habitations in the state in the context of newly formation of its statehood. Accordingly,
Hon’ble Chief Minister of Telangana State has instructed to construct a Water Supply Grid in the
State of Telangana to upgrade the present water supply level from the existing 40 LPCD to 100
LPCD in rural habitations and to 135 LPCD in urban habitations. And also the Honorable Chief
Minister intended to make provisions in the proposed Water Grid for Industrial Water
Requirement and Water requirement for Municipalities and Corporations in the entire state. So
that the entire water grid will become economically viable and self sustainable to meet Operation
and maintenance cost by getting water user tariff from the Industries, Municipalities and
Corporations along with other users. In this context, a Detailed Preliminary Report is prepared
after conducting reconnaissance survey in the district. The Nizamabad District Profile at a
Glance.
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3. DEMOGRAPHY:
A. Geographical Area : 7,956 Sq. Kms.
a) No. of Revenue Divisions : 3
b) No. of Mandals : 36
c) Total No. of Villages : 1645
d) Un-inhabited Villages : 64
e) Total No. of Gram Panchayath : 718
f) Municipal Corporation : Nizamabad
g) Municipalities : 1. Bodhan 2.Kamareddy 3.Armoor
h) Details of Revenue Divisions and Mandals
NIZAMABAD DIVISION
1.Nizamabad 4. Bheemgal 7. Jakranpally 10.Morthad 13.Sirikonda
2. Armoor 5. Dharpally 8.Kammarpally 11.Nandipet 14.Vailpoor
3. Balkonda 6. Dichpally 9. Makloor 13.Navipet
BODHAN DIVISION
1. Bodhan 4. Birkoor 7. Madnoor 10.Renjal
2. Banswada 5. Jukkal 8.Nizamsagar 11.Varni
3. Bichkunda 6. Kotagir 9.Pitlam 13.Yedapally
KAMAREDDY DIVISION
1.Kamareddy 3.Domakonda 5.Lingampet 7.Nagireddypet 9.Tadwai
2.Bhiknoor 4.Gandhari 6.Machareddy 8.Sadasivnagar 10.Yellareddy
B. POPULATION - 2011 Census - in Lakhs
Total Population : 25.52
Male : 13.52
Female : 13.00
Sex Ratio per 1000 male persons
: 1038
Population density per Sq. Km
: 321
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C. Road Connectivity:
National High Way7 (Hyderabad. to Nagpur)
- 114 Kms
National High Way 16 - 55 Kms
State High Way - 246 Kms
Major District roads - 615 Kms
Z.P.taken over Roads by R&B - 1093 Kms
P.R. Roads - 2304 Kms
Total
4427 Kms
D. EDUCATION:.Various education facilities available in the district are given below.
1. P.G.Colleges 6
2. Engineering 5
3. Medical College 1
4. Degree Colleges 24
5. Junior Colleges 100
6. MBA Colleges 3
7. MCA Colleges 3
8. High Schools 680
9. Upper Primary High Schools
510
10. Primary Schools 1846
11. Teacher Training Colleges 1
13. Polytechnic Colleges (Govt.)
2
13. Industrial Training Institutions
11
14. B.Ed.Colleges 6
15. Nursing Training Schools 11
The Demand for Colleges are not considered in the Telangana drinking Water Project
E. INDUSTRIES (2009-10) ( Large & Medium Scale Industries ) :
The Telangana Drinking Water Project is also aiming to supply the water to households in
addition to the industrial requirements. Industrial requirement of Segment-11 (0.188 TMC) is
considered as 10% to the total Drinking water and Industrial requirement of Segment-13 (0.05
TMC) is considered as 5% to the total Drinking water.
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Name of the industry Line of Activity
Unit Production,
2009-10 Employment
Nizam Deccan Sugar Factory, Bodhan
Sugar MTs 31005 256
Nizam Co.op.Sugar Factory,Sarangapoor.
Sugar MTs Presently
not working 344
NCS Gayathri Sugars Ltd. Adlooryellareddy SSNagar(M)
Sugar MTs -- 313
Sukhjith Starch Mill, Mubarak nagar, Nzb.
Maize starch
MTs 54417 246
Vajra Granite, Baswapoor. Polished Granite slabs
Sq. Mts -- 140
Indur Green Power Home Pvt. Ltd, Renjal
Power Generation
M.Watts -- 64
GSR Sugars, Magi (V), Pitlam (M)
Sugar MTs -- 230
Sri Gajanan Agro Mills (India) Pvt. Ltd. Gundaram (V), Nizamabad Mandal
Paddy MTs 36400 74
3. PRESENT STATUS OF RWS & S NIZAMABAD DISTRICT:
In the Nizamabad district, there are 18 No’s CPWS Schemes, 2182 No’s of PWS
Schemes, 2485 No’s of MPWS Schemes and 11,570 Hand Pumps are available for Water Supply
to the habitants. There are 401 Habitations covered with 18 No’s of MVS Schemes which are
already commissioned in the district. Out of the 18 CPWS Schemes, only 5 CPWS Schemes are
conserved in the Segment 13 for upgrading the CPWS Schemes to Grid Standards i.e., from 40
LPCD to 100 LPCD.
There are 139 NSS habitations out of which 76 are fluoride affected habitations and the
balance habitations are Brackish affected. And the supply level of Dirking Water to habitations
of the district is as follows ( as per 55 LPCD ).
FC PC4 PC3 PC2 PC1 554 280 478 94 100
Though there are 554 fully covered habitations due to different seasonal conditions, the
supply level is reduced to around 30 to 40 LPCD only.
EXISTING IRRIGATION PROJECTS:
DAILY GAUGE REPORT OF VARIOUS PROJECTS UNDER IRRIGATION CIRCLE : NIZAMABAD
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NIZAMSAGAR (MEDIUM ) PROJECT - Ayacut 2,31,339 acres
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 1405.00 Ft 17802.68 Mcft
2 M.D.D.L 1376.00 Ft 786.71 Mcft
3 Sill Level 1364.00 Ft 0.724 Mcft
Guage Report
1 To-days Level 1392.76 Ft 5.407 TMC
2 Yestadays Level 1392.92 Ft 5.407 TMC
3 Difference in Capacity
4 Last Year Level 1400.61 Ft 13.053 TMC
POCHARAM (MEDIUM ) PROJECT - Ayacut 10,500 acres
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 1464.0 Ft 1820 Mcft
2 M.D.D.L 1451.0 Ft 318 Mcft
3 Sill Level 1443.0 Ft -
Guage Report
1 To-days Level 1455.9 Ft 724.778 TMC
2 Yestadays Level 1456.0 Ft 737.26 TMC
Inflow = NIL C/s & Out flow - NIL
KOULASNALA (MEDIUM ) PROJECT - Ayacut 9,000 acres
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 458.00 Mtrs 1338 Mcft
2 M.D.D.L 458.00 Mtrs 413.13 Mcft
3 Sill Level - -
Guage Report
1 To-days Level 456.20 Mtrs 840 Mcft
2 Yestadays Level 456.20 Mtrs 840 Mcft
Inflow = NIL C/s & Out flow - 10 C/S leakage
RAMADUGU (MEDIUM ) PROJECT - Ayacut 7,000 acres
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 1378.50 Ft 966 Mcft
2 M.D.D.L 1358.00 Ft 113.551 Mcft
3 Sill Level 1354.00 Ft 62.576 Mcft
Guage Report
1 To-days Level 1365.00 Ft 290.67 Mcft
2 Yestadays Level 1365.50 Ft 290.67 Mcft
Inflow = NIL C/s & Out flow - NIL
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ALISAGAR Balancing Tank
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 1399.50 Ft 304 Mcft
2 M.D.D.L 1387.00 Ft 84.29 Mcft
3 Sill Level 1370.00 Ft -
Guage Report
1 To-days Level 1390.00 Ft 133.13 Mcft
2 Yestadays Level 1391.70 Ft 130 Mcft
Inflow = Kothapet bridge main canal 2'-10" & Out flow - NIL
SRI RAM SAGAR (MAJOR) PROJECT - Ayacut
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 1091.00 Ft 90.313 TMC
2 M.D.D.L 1060.00 Ft 13.590 TMC
3 Sill Level 1058.00 Ft 11.500 TMC
Guage Report
1 To-days Level 1070.70 Ft 30.63 Mcft
2 Yestadays Level 1070.70 Ft 30.36 Mcft
Inflow = 1437 C/s & Out flow - 1437 C/s
SINGEETHAM ANICUT
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 416.20 Mtrs - TMC
2 M.D.D.L 414.20 Mtrs - TMC
Guage Report
2 Yestadays Level 414.00 Ft 0.2 TMC
KALYANI VAGU PROJECT
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 409.50 Mtrs - Mcft
2 M.D.D.L 407.50 Mtrs - Mcft
A thorough study have been done to utilize the avove Projects for the Water Grid Net Work,
but after consideration of its present usage to irrigation purpose, there is no availability of water
exists in the above projects for the Water Grid requirement except in Two Reservoirs i.e., 1. Sri
Ram Sagar Project (SRSP) and 2. Nizamsagar Project (NSP). Even, Out of These two reservoirs the
NSP is having the Standardized Ayacut around 2.31 Lakhs of Acres for the available 17.80 TMC.
During the draught season the 17.80 TMC is not an assured quantity. Hence, in the review meeting
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the Hon’ble Chief Minister has advised to take up the required Water i.e., 1.68 TMC from the
Singoor Reservoir which has No standardized Ayacut.
The details of the Singoor Reservoir is as follows.
SINGOOR (MEDIUM ) PROJECT - Ayacut 40,000 acres
Sl. No Standards Level Unit Capacities Unit
1 F .R. L 523.500 Mtrs 30.00 TMC
2 M.D.D.L 517.800 Mtrs 8.863 TMC
3 Sill Level 510.000 Mtrs 0.704 TMC
Inflow = 1351 C/s & Out flow - 296 C/s
Accordingly a Preliminary Design Report is prepared by considering the Source for the Grid 13. 3. PROJECT AREA:
i) Introduction
Nizamabad District is one of the fluoride affected districts in Telangana for drinking
water. The Project envisages covering all the habitations with supply level of 100 LPCD in rural
habitations and 135 LPCD in urban habitations with a Tap to every house hold along with a 5%
additional provision to meet Industrial requirement.
ii) Geology:
Nizamabad area is a part of Nizamabad district and it is underlain by Archean Crystalline
rocks. They comprise of pink and grey granites with course to medium texture. The granites are
sheared at places. The main jointing trends are NE - SW, NW - SE and ENE - WEW.
Dolerite dykes varying in width from few meters to hundreds of meters traverse the area.
These dykes are hard and compact and stand out prominently in the granite rocks. Quartz and
Pegmatite intrusion are also found in the area.
iii) Hydrogeological Conditions:
The ground water in this area is limited to secondary porosity developed through
fracturing and subsequent weathering. The granites in this area lack primary porosity. The
movement of ground water is controlled by the degree of inter - connection of these secondary
pores. The average depth of weathering varies from 8 to 130 m. The fissures and joints extend
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upto a depth of 20 - 45 m. The ground water occurs in unconfined conditions in shallow
weathered zone and under semi-confined conditions in joints, fissures and fractures. The depth
of well ranges from 6 - 18 m and the yield varies from 20 to 60 cum/day and in some wells upto
200 cum/day.
4. NECESSITY
Nizamabad is one of the 9 Telangana districts in the State. The ground water in the
project area of the district contains high concentration of fluorides and brackish in the ground
water. Due to frequent failure of monsoons in the project area the ground water table is
depleting and the Fluoride and brackish level in the ground water is increasing. As a result of
this, a habitation that is provided with a bore well fitted with hand pump as source of drinking
water in the past is yielding unacceptable quality of water. Many habitations that are partially
covered earlier are again looking for relief as the source infrastructure provided is in need of
either augmentation (or) replacement. The main problem is excess fluoride and brackish in
drinking water due to which people are suffering with knee pains, joint pains, dental Fluorosis
and skeletal Fluorosis.
The provision of safe drinking water deserves top priority to improve the health and economic
development of the people in the Nizamabad District.
5. OBJECTIVE:
As part of the Mission on control of Fluorosis and Brackishness, the present project is
prepared to provide safe drinking water to fluoride and Saline affected habitations and also for
providing house hold tap to each and every house hold with assured supply at the rate of
100LPCD for Rural and 135 LPCD. And an additional 5% is provisioned for Industrial
requirement.
6. RATIONALE:
In Nizamabad District it is extremely difficult to obtain potable drinking water especially
in the project area. The bore wells fitted with hand pumps are yielding water very low and
proved a failure in many places as the water table depleted very fast due to insufficient rains. To
mitigate this problem, this project is prepared.
7. METHODOLOGY:
The RWS & S Department has conducted a preliminary investigation for providing water
grid. Various options are explored in which the ground water sources are not considered since
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they are not potable and can’t dependable due to excess salts and rapid depletion of ground
water. As an alternate, the provision of surface water is examined by duly reviewing the
available 8 No’s of Major and Minor irrigation Projects in the Nizambad District along with
Singoor Project from Nizamabad District. Out of all these Projects, Singoor Project is opted for
taking up the source for Grid 13 after thorough examination of the various factors which effects
the Sustainability of the Source. The Singoor Project is having 30.00TMC of Water from which
1.843 (2048 Year) TMC Water can be allocated for Drinking Water Grid 13 to cover 16 Mandals
out of 36 Mandals of Nizamabad District.
The Segment – 13 is designed for 4 Assembly Segments, the Four assembly Segments
are 1.Jukkal (5 Mandals) 2. Banswada (4 Mandals ) 3, Yellareddy (3 Mandals) and 4. Bodhan
(4Mandals) of Nizamabad District. For this segment 13, the Raw Water will be pumped from
Singoor Intake Well i.e., +513.00 FVL to Head Works at Peddareddypet, 145MLD Treatment
Plant at GL +524.50, Pulkal Mandalof Medak District, the Treated Water will be Pumped to
OHBR at +560.00M at Thadmanur village of Andhol Mandal, Medak District. From the OHBR
at Thadmanur the Filtered Water Flows by Gravity to certain habitations and some habitations
through pumping from sumps.
8. SALIENT FEATURES OF SEGMENT - 13
The Segment 13 covers 4 Assembly Segments, 785 habitations spread over 16 Mandals
and One (1) Bodhan Municipality. The 4 assembly segments are1. Banswada 2. Jukkal 3.
Bodhan and 4. Yellareddy Assembly Segment (only 3 Mandal’s). The Raw Water will be
Pumped from the common Intake Well (Medak Segment has been proposed in the same Intake
Well) at Singoor Reservoir.
Head Works are proposed at Peddareddypet, Pulkal Mandal, Medak District with
145MLD Treatment Plant at GL+524.50M , the Treated Water will be Pumped again to 2 No;s
of 1350 KL OHBR at +560.00M. The Clear Water flows by Gravity to all the designed 785
Habitations in the Four assembly Segments i.e., 1.Jukkal (5 Mandals) 2. Banswada (4 Mandals )
3, Yellareddy (3 Mandals) and 4. Bodhan (4Mandals) of Nizamabad District
SILIENT FEATURES OF THE GRID - 13, NIZAMABAD DISTRICT
1 Name of the Grid: Grid - 13, Nizamabad
2 No of Habitations Covered 785 No's ( List attached )
3 No of Mandals 16 No's
4 No of Muncipalities 1 ( Bodhan Muncipality )
5 No of Assembly Segments 4 ( Jukkal + Banswada + Bodhan + 3 Mandals from Yellareddy )
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6 Total Estimated Cost ( Incl Taxes ) Rs.1300.00 Cr.
Population :
7 As per 2011 Census Rural Population of 785 Habs. 838975 ( List attached )
8 Urban - Designed Population of One Municipality 30013
9 Total Population as per 2011 Census 868988
10 Total Population as Projected to Base Year 2018 921576
11 Projected Population for the Prospective Year 2033 1046135
13 Projected Population for the Ultimate Year 2048 1215983
13 Annual Raw Water Requirement (Rural) 1.44 TMC After Considering the Existing and ongoing Schemes
14 Annual Raw Water Requirement (Urban) 0.154 TMC After Considering the Existing and ongoing Schemes
15 Annual Raw Water Requirement for Industries @ the rate of 5%
0.093 TMC
16 Total Requirement 1.687 TMC
KEY COMPONENTS OF THE GRID - 13
S.No. Description Qty Location
1 Intake Well – 13 x 32M Dia 1 No Singoor Project (30.00 TMC) at FRL +523.50 Mtrs
2 Raw Water Pump Sets 4 x 225 HP Intake Well at Singoor Project, Medak District
3 Raw Water Pumping Main - MS - 1300 MM Ø 0.50KM From Intake Well to Head Works at Peddareddypet
4 Clear Water Pumping Main - MS - 1300 MM Ø 6.00KM From Head Works to OHBR at Tadmanoor +560M
5 Clear Water Gravity Main - MS - 1500 MM Ø: 53.00KM From Tadmanoor OHBR to Nizamsagar Jn.
6 Treatment Plant 145MLD At Peddareedipet Village +560.00M
9 Total Length of Trunk Main 262 KM
10 Total Length of Sub Tunk 1370.00 KM
10 Cost of Tunk Main 335.66 Cr
11 Cost of Sub Trunk 213.30 Cr
13 Intra village pipe line Length with new Pipe and with replacement of Old Pipe
1019.07
KM
13 Intra village Pipe Line without replacement of Old Pipe 784.98 KM
14 Cost of Intra village Pipe Line with new Pipe and with replacement of Old Pipe
36.97 Cr.
15 Cost of Intra village Pipe Line with out replacement of Old Pipe
28.47 Cr
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16 Intra Village OHSR's requirement with Two Filling 613 No's - 32854 KL Volume
17 Intra Village OHSR's requirement with SIngle Flling 562 No's - 20320KL Volume
18 Cost of Intra Village OHSR's requirement with Two Filling 93.71 Cr
19 Cost Intra Village OHSR's requirement with Sngle Flling 135.86 Cr
20 Total Intra village Cost 188.78 Cr
8.a. Coverage to the Industries : There are many Industries existing and proposed in
the Project Area. The Industrial requirement in the Project Area is 1.50 TMC as indicated by
TSIIC Vide Lr. No. 07/CE/TSIIC/TDW/GRID/2014-'15 Dated: 22/10/2014 of CHIEF
ENGINEER, TSIIC LTD HYDERABAD. After careful examination of the water requirement to
Industries, It is decided to consider 10% additional quantity to the designed demand. So that it
comes around 0.11 TMC of Water for Industries from the present Water Grid. And it is also
decided to lay separate lines to meet the additional Industrial Demand in future if required
directly from Manjeera River which will cost around Rs. 50.00 Cr.
b. Existing Infrastructure : There are 11 No’s of CPWS Schemes functioning /
Ongoing in the Project Area covering a population of 4,49,436 in 213 Habitations of 10 Mandals
in Grid - 13 Project Area. The details are as follows.
S.No Name of the
CPWS Scheme Source
No of Habitations
Covered Population
Annual Water
Requirement in KL
Remarks
1 2 3 4 5 6 7
1 CPWS Scheme to Banswada
Intake Well in River
Manjeera 7 37465 533314 Commissioned
2 CPWS Scheme to
Damarancha
Infiltration Well in River
Manjeera 34 56708 807238 Commissioned
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3 CPWS Scheme
to Kotagiri
Infiltration Well in River
Manjeera 26 59995 854028 Commissioned
4 CPWS Scheme to Mandarna
Infiltration Well in River
Manjeera 20 47117 670710 Commissioned
5 CPWS Scheme to Tagilepally
Nizam Sagar Canal
7 19976 284358 Commissioned
6 CPWS Scheme to Bichkunda
Infiltration Well in River
Manjeera 10 37662 536118 Commissioned
7 CPWS Scheme to
Nagireddypet
Infiltration Well in River
Manjeera 41 49107 670568 Trial run done
8 CPWS Scheme
to Madnur
Infiltration Well in River
Manjeera 13 23832 339248 Ongoing
9 CPWS Scheme
to Yamcha
Intake Well in River
Godavari 34 89600 1308160 Commissioned
10 CPWS Scheme to
Chinamavandi
Infiltration Well in River
Manjeera 16 21954 320528 Commissioned
11 CPWS Scheme
to Kandgam
Infiltration Well in River
Manjeera 5 6020 87892 Commissioned
Present Water Drawl Quantity ( Annual ) 0.226 TMC
In the design of Segment 13, the above schemes are not considered as there is no
information submitted by the concerned sub divisions such as Designs of the Scheme, Key Plans,
Present rate of water supply and present status of the Scheme all these details are very much
essential to Integrate the Schemes with the Segment 13. The same has been explained in Design
Criteria.
C. Coverage to Municipalities: In the Grid – 13 Project Area, there is only one Municipality
that is Bodhan Municipality in Bodhan Assembly Segment. The water supply by Public Health
Department to this municipality is presently being done from Bellal Reservoir which is being fed
by Nizam Sagar Canal.The Clear Water demand for the Bodhan Municipality is considered in
this water grid @ 135 LPCD as per the Public Health Department Chief Engineer, AC Guards,
Hyderabad Lr.No. 5/T1/Telangana Water Grid/2014-15 Dated 14.11.2014, the requirement for
the Bodhan Municipality is 6.96MLD by year 2033 and 13.44MLD for the year 2048 The same
has been considered in the design of Water Grid – 13.
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8. PROJECT DESIGN CRITERIA: The design parameters adopted for this project component are detailed below: i) Design Period: The year 2018 is taken as the proposed year for commissioning and considered as the base year.
The ultimate design period of the project is considered as 30 years over the base year i.e., 2048.
ii) Design Population: Population Forecast The base year population is worked out by adding the population increase @ 0.8% growth rate
for rural population from 2011and 2% growth rate for urban population.
iii) Design Parameters: Established parameters are followed in the system design.
1. Sources and transmission main lines are designed for ultimate population.
2. Sumps, balancing and service reservoirs, pumping machinery are designed for
Prospective population.
iv) Service Level: The service level of 100 lpcd for rural population and 135 lpcd for urban population is considered. v) System Design Criteria: 1. Operation Period of Pumping Machinery : 22 hours 2. Treatment Rapid Sand Filters 3. Clear Water Sump : 2 ½ hours capacity @ head works 4. Service Storage : Capacity required for 50% Of Prospective daily demand. 5. Balancing Reservoir 30 minutes storage capacity 6. Pumping Machinery a)Design Period 15 Years b) Selection - Preliminary Design As per discharge and head c) Detailed design As per system curves 7. Distribution System As per the actual necessity in the habitation. vi) The hydraulic statements and designs are prepared based on the available data such as
LS and Key Plans which were not signed by the concerned subdivisions engineers, those
who have conducted Detailed Survey with the help of professional Survey firms must be
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signed on each and everydocument. Hence, the Project Executing Team ( i.e., Project
Division ) must take care of the levels by taking working levels before grounding the work
and they must be ensured that the hydraulic statement are correct, if working levels are not
matched they must prepare revised Hydraulic Statements and Designs as per the working
levels.
vii) Further, 11 No’s of existing and ongoing CPWS Schemes are there in the Segment 11,
but the required information ( i.e., Design and Key Plans and present status of the Existing
/ Ongoing CPWS Schemes) is not available for consideration in the Design of Segment 13.
Hence, in the design of Grid 13, the existing and ongoing schemes are not considered. The
Project Executing Team (i.e., Project Division) must review each and every CPWS Scheme
and connectivity shall be proposed to bring the existing and ongoing schemes to Grid
Standard by thoroughly utilizing the structures and pipe lines.
9. DETAILS OF THE PROJECT:
The project is administratively sanctioned for Rs. 1300 Crores vide PR&RD GO RT No.
336 Dated 1.06.2015. The DPR is prepared for Rs 1300 Crores and submitted to the
WAPCOS Limited. The DPR is vetted by WAPCOS Limited vide Project Director Letter
No. WAP/HYD/TDWSP/DPR/2015/2361 Dated 3.08.2015.
i) Source: It is proposed to cover 785 habitations through this segment 13, Source at Singoor,
Peddareddypet, Pulkal Mandal, Medak District. The raw water will be pumped from Intake Well
to Peddareddypet 145 MLD Treatment Plant, Head Works. The Treated water will be Pumped
again from Head Works to OHBR at Raipahad +560.00. From OHBR the water flows by gravity
to all the proposed 785 habitations exect 24 habitations which are situated over +540.00M and
those habitations will be covered by Pumping.
1) Intake well at Singur Resevoir, Near Peddareddypet, Pulkal Mandal, Medak Dist.
2) Rapid Sand Filters of capacity of 145 MLD near Peddareddypet village.
3) Clear Water Sump 13300 Kl Capacity at Peddareddypet.
4) OHBR of Capacity 2 x 1350 KL Capacity with 30.00M Staing at Thadmanur of Andhol
(M).
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Name of the Scheme No of Assembly
Segments No of Habitations
Population as per 2011
Census
Water Grid - 13 4 785
8,68,988
10. PROJECT COST: The cost of the project is Rs. 1300.00 Crores (Consists 145MLD Treatment Plant at
Peddareddypet &, Clear Water Sumps, OHBR, OHSRs and Pipelines etc,
11. PROJECT PERIOD
The completion period is tentatively proposed as two years after obtaining administrative
clearance from the Government.
13. INSTITUTIONAL SUPPORT:
The RWS&S Department is implementing all developmental activities in rural areas including
rural water supply. The department has sufficient experience in implementing large water supply
projects including projects with bilateral assistance in rural areas. With all the experience gained
in executing the projects already sanctioned, the Department is sufficiently equipped for
implementing this project.
13. CONCLUSION: By implementing this project it can be ensured the availability of adequate quantity of drinking
water of acceptable quality on long-term basis. The long-term objective of improvement of
health of the people in the project area results in the overall development.
The project deserves to be considered on priority to save the people from Fluorosis that is
crippling the abilities of the people in the project area. This project would especially cater to the
health needs of the women and children who are the most essential target groups for any
development to be meaningful and permanent and as well as the socio economic growth of the
district.
The DPR is prepared with current SSR of 2015-16 and early technical sanction is solicited sir.
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
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Estt cost Rs in Lakhs 130000.00
Sl.
NoDescription of the work Quantity Unit Rate Per
Amount
(in Lakhs))
1Pumping Main from Intake well to Aerator & Clear water Sump to OHBR
Sub Estimate
3300.00
2145 MLD Treatment Plant at Pedhareddipet of Pulkal (M)
1 NosSub
Estimate4952.00
313500 KL Clear water sump at Head works at Pedhareddipet of pulkal (M)
Sub Estimate
501.00
4 Pump sets 4918 HPSub
Estimate1469.00
5 Provision for power supply 4918 0.300 HP 1475.40
6Design & Construction of 2X1350 KL 30 m stg OHBR at Thadmanur of Andhol (M).
2 Nos 463.00Sub
Estimate926.00
7 TrunkmainSub
Estimate34550.00
8 Gravity lines to Jukkal ConstituencySub
Estimate23127.00
9 Gravity lines to Yellareddy Const.Sub
Estimate8000.00
10 Gravity lines to Banswada Const.Sub
Estimate20510.00
11 Gravity lines to Bodhan ConstituencySub
Estimate12000.00
12
a)Construction of 100 KL BPT at Aredu (30 m stg) of Nizamsagar (M).
Sub Estimate
141.00
b)Construction of 180 KL BPT at Ch. Kodapgal(10 ms tg) of Pitlam(M).
Sub Estimate
56.00
c)Construction of 30 KL BPT at Chillargi(25 m Stg) of Pitlam(M).
Sub Estimate
87.00
d)Construction of 160 KL BPT at Awalgaon (20m Stg) of Madnoor (M).
Sub Estimate
147.00
e)Construction of 50 KL BPT near Mansuram T Jn (15 m Stg) of bichkunda (M).
Sub Estimate
24.00
f)Construction of 60 KL BPT near Kandebhallur (20 m Stg) of jukkal (M).
Sub Estimate
102.00
g)Construction of 110 KL BPT near Mailar (25 m Stg) of jukkal (M).
Sub Estimate
121.00
h)Construction of 90 KL BPT near Dosthapally (20 m Stg) of jukkal (M).
Sub Estimate
114.00
i)Construction of 30KL Sump at Tadgur Small of Madnoor (M).
Sub Estimate
8.00
j)Construction of 170 KL sump At Gulla Small of Jukkal (M).
Sub Estimate
20.00
k)Construction of 160 KL BPT at Dowlthapur (20 m Stg) of Bichkunda (M).
Sub Estimate
147.00
13
a)Construction of 130 KL BPT At Timmareddy X road (30 m Stg) of Yellareddy (M)
Sub Estimate
155.00
c)Construction of 200 KL sump At Mumbojipet JN Of Lingampet (M)
Sub Estimate
41.00
ABSTRACT ESTIMATE
PROVIDING DRINKING WATER SUPPLY IN NIZAMABAD DIST
Segment 13-Singur,Jukkal,Bodhan,Banswda & Yellareddy
Structures of Jukkal Constituency
Structures of Yellareddy Constituency
Sl.
NoDescription of the work Quantity Unit Rate Per
Amount
(in Lakhs))
d)Construction of 40 KL sump At Bayampalli Jn Of Lingampet (M)
Sub Estimate
9.50
e)Construction of 150 KL Sump At Karpole Of Lingampet (M)
Sub Estimate
18.50
f)Construction of 100 KL sump At Musthapur Of Lingampet (M)
Sub Estimate
15.00
g)Construction of 20 KL Yellaram GLBR Of Yellareddy (M)
Sub Estimate
4.00
h)Construction of 130 KL BPT at Hajeepur 30 M stg Of Yellareddy (M)
Sub Estimate
155.00
14)
a)Construction of 1500 KL BPT near Santosh Nagar 20 M stg Of Banswada (M)
Sub Estimate
471.00
b)Construction of 300 KL Sump near Krishna Nagar T Of Banswada (M)
Sub Estimate
48.50
c)Construction of 50 KL Krishna Nagar T 20 m Staging Of Banswada (M)
Sub Estimate
100.00
d)Construction of 150 KL Sump Near Jalalpur Of Varni (M)
Sub Estimate
18.60
e)Construction of 30 KL Sump at Raitunagar Of Birkur (M)
Sub Estimate
8.00
f)Construction of 90 KL Sump @ Suddalam Of Kotagiri (M)
Sub Estimate
13.00
g)Construction of 10 KL 12 m stg Suddalam OHBR Of Kotagiri (M)
Sub Estimate
10.00
h)Construction of 130 KL BPT at Mirzapur (GLBR) 12 m stg Of Kotagiri (M)
Sub Estimate
46.00
i)Construction of 20KL BPT at Birkur X rd 20 m stg Of Birkur (M)
Sub Estimate
84.00
k)Construction of 10KL BPT at Boppaspally 12 m stg Of Birkur (M)
Sub Estimate
10.00
l)Construction of 60 KL BPT at B0mmandevpally 20 m stg(Near Nasrullabad Hillock) Of Birkur (M)
Sub Estimate
102.00
m)Construction of 180 KL BPT at Sevalal t 12 m stg Of Varni (M)
Sub Estimate
54.50
15)
a)Construction of 700 KL BPT at Akbar Nagar nearby Hillock (12m) Of Varni (M).
Sub Estimate
129.00
b)Construction of 40 KL 30 m stg BPT at Fakeerabad Of Navipet (M).
Sub Estimate
107.00
c)Construction of 90 KL 30 m stgBPT at Navipet Y Jn Of Navipet (M).
Sub Estimate
128.00
16Provision for C/o of Compound walls for Head Works and for all the Intermediate Pumping Stations and Structures
Sub Estimate
48.00
17Construction of Pump room(60 x 15m) at Peddareddipet Head Works of Pulkal (M).
Sub Estimate
115.00
18Construction of Pump room(45 x 10m) at Raipahad
Sub Estimate
62.00
19
Construction of Pump room(4 x 3m) at Sudddulam,Raitunagar,Jalalpur,Karpole,Mumbojipet,Bayanpally, Mustafur, Thadgur Small And Gulla Small.
9 6.00Sub
Estimate54.00
20Construction of Pump room(14 x 10m) at Krishnanagar T of Banswada (M).
Sub Estimate
25.00
Structures of Banswada Constituency
Structures of Bodhan Constituency
Sl.
NoDescription of the work Quantity Unit Rate Per
Amount
(in Lakhs))
21Construction of watchmen Quaters and Operator Quaters at Peddaredipet of Pulkal (M).
Sub Estimate
14.00
22Construction of watchmen Quaters and Operator Quaters atThadmanur of Andhol (M).
Sub Estimate
14.00
23Construction of watchmen Quaters and Operator Quaters at Krishna Nagar T of Banswada (M).
Sub Estimate
14.00
24Provision for Land Scaping at Head works located near Nizamsagar
100.00
25Provision for road crossings, railway crossings and NH Crossings with trenchless technology and canal crossings
Sub Estimate
1745.00
Sub Total 115696.00
26 Provision for Construction of Central Monitaring Building, Division Level
LS 125.00
27 Provision for Land Aquisition (20 acres @ 6 120.0028 Provision for R&B Permissions 100.0029 Provision for NHAI Permissions & Forest
Permissions500.00
30 Provision for O&M for one year 1000.0031 Provision for VAT@5% 4000.0032 Provision for CED 3500.0033 Provision for Labourcess@1% 1156.9634 Provision for price variation of Steel and
Cement800.00
35 Provision for NAC 115.7036 Provision for laying of OFC cable for a length
of Pipe Line all along the pipelines at Rs.400000/- per KM
1680.00 400000 871.34
37 Provision for Providing Automated Operation systems( like SCADA) and providing Flow metres)
1000.00
38 Q.C 0.5% 578.0039 Ls for unforeseen items 437.00
Sub Total 14304.00
130000.00
Asst. Executive Engineer Dy. Executive Engineer TDWSP Banswada/ TDWSP Sub division Yellareddy Banswada/ Yellareddy
Executive Engineer Superintending Engineer TDWSP Division Circle, TDWSP Banswada Nirmal
Grand Total (In Lakhs)
20510.00 Lakhs
SL
NoQty Unit Rate per Amount Rs.
1
6 kg/cm2
63mm dia 6 kg/cm2 Pipes 52478 Rm 257.38 Rm 13506768.14
75mm dia 6 kg/cm2 Pipes 24615 Rm 312.16 Rm 7683873.385
90mm dia 6 kg/cm2 Pipes 17417 Rm 389.78 Rm 6788702.158
110mm dia 6 kg/cm2 Pipes 7847 Rm 518.77 Rm 4070892.387
125mm dia 6 kg/cm2 Pipes 7025 Rm 631.74 Rm 4438007.543
140mm dia 6 kg/cm2 Pipes 7025 Rm 753.90 Rm 5296173.45
160mm dia 6 kg/cm2 Pipes 891 Rm 963.38 Rm 858372.7831
180mm dia 6 kg/cm2 Pipes 5549 Rm 1,168.87 Rm 6486034.322
200mm dia 6 kg/cm2 Pipes 3722 Rm 1,402.90 Rm 5221597.439
225mm dia 6 kg/cm2 Pipes Rm 1,774.71 Rm
250mm dia 6 kg/cm2 Pipes 1711 Rm 2,142.60 Rm 3665983.665
280mm dia 6 kg/cm2 Pipes 1711 Rm 2,630.10 Rm 4500104.588
8 kg /cm2
63 mm dia 8 kg/cm2 Pipes 19459 Rm 290.49 Rm 5652731.689
75 mm dia 8 kg/cm2 Pipes 4737 Rm 358.98 Rm 1700404.26
90 mm dia 8 kg/cm2 Pipes 13146 Rm 457.15 Rm 6009654.393
110 mm dia 8 kg/cm2 Pipes 9954 Rm 616.96 Rm 6141119.907
125 mm dia 8 kg/cm2 Pipes 7611 Rm 763.06 Rm 5807453.51
140 mm dia 8 kg/cm2 Pipes 966 Rm 916.04 Rm 885223.3715
160 mm dia 8 kg/cm2 Pipes 5654 Rm 1171.19 Rm 6621933.967
180 mm dia 8 kg/cm2 Pipes 4245 Rm 1437.20 Rm 6101009.139
200 mm dia 8 kg/cm2 Pipes 4032 Rm 1734.03 Rm 6991616.602
225 mm dia 8 kg/cm2 Pipes 3396 Rm 2200.61 Rm 7473287.235
250 mm dia 8 kg/cm2 Pipes 4720 Rm 2676.97 Rm 12635191.02
280 mm dia 8 kg/cm2 Pipes 8308 Rm 3295.79 Rm 27381714.67
10 kg/cm2
63 mm dia 10 kg/cm2 Pipes 18632 Rm 322.46 Rm 6008127.583
75 mm dia 10 kg/cm2 Pipes 7703 Rm 403.51 Rm 3108147.811
90 mm dia 10 kg/cm2 Pipes 11674 Rm 518.81 Rm 6056419.71
110 mm dia 10 kg/cm2 Pipes 5380 Rm 706.03 Rm 3798245.165
125 mm dia 10 kg/cm2 Pipes 3091 Rm 882.95 Rm 2728791.973
140 mm dia 10 kg/cm2 Pipes 2992 Rm 1066.77 Rm 3191367.133
160 mm dia 10 kg/cm2 Pipes 352 Rm 1367.59 Rm 481391.4814
180 mm dia 10 kg/cm2 Pipes 2090 Rm 1687.26 Rm 3526367.981
200 mm dia 10 kg/cm2 Pipes Rm 2038.90 Rm
225 mm dia 10 kg/cm2 Pipes 10410 Rm 2597.97 Rm 27045166.15
250 mm dia 10 kg/cm2 Pipes 456 Rm 3165.68 Rm 1444014.28
280 mm dia 10 kg/cm2 Pipes 6825 Rm 3903.24 Rm 26640283.63
12.5 kg/cm2
63 mm dia 12.5 kg/cm2 Pipes 8046 Rm 611.55 Rm 4920563.896
75 mm dia 12.5 kg/cm2 Pipes 6332 Rm 869.15 Rm 5503447.896
90 mm dia 12.5 kg/cm2 Pipes 1704 Rm 1234.31 Rm 2103262.374
110 mm dia 12.5 kg/cm2 Pipes Rm 1848.24 Rm
125 mm dia 12.5 kg/cm2 Pipes Rm 2378.84 Rm
140 mm dia 12.5 kg/cm2 Pipes Rm 2989.87 Rm
160 mm dia 12.5 kg/cm2 Pipes Rm 3894.33 Rm
180 mm dia 12.5 kg/cm2 Pipes Rm 4921.22 Rm
200 mm dia 12.5 kg/cm2 Pipes Rm 6085.91 Rm
TELANGANA DRINKING WATER SUPPLY PROJECT
Segment 13Detailed Sub Estimate for Gravity Mains - Banswada Segment
Description of Item
Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments and revisions thereon
including supplying of pipes,necessary specials such as bends, Tees, etc. lowering, laying and jointing of pipe lines true to
alignment and gradient, trench excavation for pipelines in all soils except rock requring blasting and refilling trenches with
excavated earth (other than rocky soils and boulders) with watering, tamping and removing surplus earth from site of work and
filling the pipeline with water and testing etc., complete as specified in Technical specifications (PartB - Volume I) and as per
drawing (Part C - Volume 1). The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of
pipeline work, but excluding CED and other taxes.
Est. cost.Rs.
225 mm dia 12.5 kg/cm2 PipesRm
7733.36Rm
250 mm dia 12.5 kg/cm2 Pipes Rm 9546.44 Rm
280 mm dia 12.5 kg/cm2 Pipes Rm 11976.97 Rm
2
DI K7 Pipeline
100 mm dia DI K7 Pipes Rm 1375.38 Rm
150 mm dia DI K7 Pipes Rm 1873.72 Rm
200 mm dia DI K7 Pipes 1840 Rm 2476.72 Rm 4557157.639
250 mm dia DI K7 Pipes Rm 3253.45 Rm
300 mm dia DI K7 Pipes 5281 Rm 4200.39 Rm 22182240.13
350 mm dia DI K7 Pipes 5783 Rm 5236.24 Rm 30281191.38
400 mm dia DI K7 Pipes Rm 6266.56 Rm
450 mm dia DI K7 Pipes 400 Rm 7512.77 Rm 3005107.661
500 mm dia DI K7 Pipes Rm 8981.86 Rm
600 mm dia DI K7 Pipes 1630 Rm 11954.89 Rm 19486477.39
700 mm dia DI K7 Pipes Rm 15630.58 Rm
750 mm dia DI K7 Pipes Rm Rm
800 mm dia DI K7 Pipes Rm 20757.08 Rm
900 mm dia DI K7 Pipes Rm 24505.97 Rm
DI K9 Pipeline
100 mm dia DI K9 Pipes 6946 Rm 1571.42 Rm 10915029.71
150 mm dia DI K9 Pipes 464 Rm 2258.89 Rm 1048123.916
200 mm dia DI K9 Pipes 11804 Rm 2906.86 Rm 34312427.41
250 mm dia DI K9 Pipes Rm 3828.43 Rm
300 mm dia DI K9 Pipes 1338 Rm 4794.28 Rm 6414747.074
350 mm dia DI K9 Pipes 5783 Rm 6003.81 Rm 34720057.82
400 mm dia DI K9 Pipes 5490 Rm 7143.69 Rm 39218831.44
450 mm dia DI K9 Pipes Rm 8514.44 Rm
500 mm dia DI K9 Pipes Rm 9957.00 Rm
600 mm dia DI K9 Pipes Rm 13061.96 Rm
700 mm dia DI K9 Pipes Rm 17050.16 Rm
750 mm dia DI K9 Pipes Rm 19263.84 Rm
800 mm dia DI K9 Pipes Rm 22515.70 Rm
900 mm dia DI K9 Pipes Rm 26643.99 Rm
3
14 mm thick
1000 mm dia MS pipes 16011 Rm 30687.08 491330837.9
16 mm thick
1100 mm dia MS pipes 14100 Rm 37040.94 522277254
16 mm thick
1200 mm dia MS pipes 8400 Rm 40140.72 337182048
4
on HDPE
50 mm Airvalve on 63 mm 155 each 89866 Each 13929253.88
50 mm Airvalve on 75 mm 82 each 89916 Each 7373123.861
50 mm Airvalve on 90 mm 83 each 90000 Each 7470018.239
50 mm Airvalve on 110 mm 41 each 92348 Each 3786270.836
Construction of pipelines for water supply with MS as per IS:2062-1992 Seemless Pipe with Polyruthen Coating
inside and outside Cement Motor (1:3) lining with required thickness as per design including with all its
amendments and revisions thereon including , mechanical joints and as per Technical specifications as per
requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation of pipelines as
per standard (1.8x2.8M) in all soils except rock requiring blasting and refilling trenches with excavated earth (other
than rocky soils and boulders) with watering and tamping and removing surplus earth from site of work and filling
pipeline with water and testing etc., complete. The rates are inclusive of cost & conveyance of all materials, and
labour charges, but excluding CED and taxes for finished pipeline work.
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per
I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber
Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987 with its amendments
and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-2000 including inside cement mortar lining and
outside zinc coating, mechanical joints as per IS:13382-1992 and jiffy joints and as per Technical specifications as per
requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation of pipelines as per standard
in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils and boulders) with
watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing etc., complete. The
rates are inclusive of cost & conveyance of all materials, and labour charges, but excluding CED and taxes for finished pipeline
work.
50 mm Airvalve on 125 mm 41 each 95146 Each 3901005.141
50 mm Airvalve on 140 mm 21 each 98261 Each 2063488.24
50 mm Airvalve on 160 mm 13 each 98639 Each 1282301.105
50 mm Airvalve on 180 mm 23 each 99193 Each 2281438.719
50 mm Airvalve on 200 mm 16 each 106190 Each 1699047.188
50 mm Airvalve on 225 mm 28 each 106547 Each 2983321.611
80 mm Airvalve on 250 mm 33 each 130858 Each 4318317.94
80 mm Airvalve on 280 mm 33 each 131542 Each 4340888.696
5
On DI
50 mm Airvalve on 100 mm 14 each 85755.55 Each 1200577.632
50 mm Airvalve on 150 mm 1 each 86666.21 Each 86666.21484
50 mm Airvalve on 200 mm 27 each 87866.35 Each 2372391.526
80 mm Airvalve on 250 mm each 104420.13 Each
80 mm Airvalve on 300 mm 18 each 106040.03 Each 1908720.476
100 mm Airvalve on 350 mm 12 each 119984.65 Each 1439815.852
100 mm Airvalve on 400 mm 12 each 121568.22 Each 1458818.643
100 mm Airvalve on 450 mm 2 each 123834.91 Each 247669.8153
150 mm Airvalve on 500 mm each 153846.22 Each
150 mm Airvalve on 600 mm 2 each 162232.28 Each 324464.566
150 mm Airvalve on 700 mm each 169737.83 Each
200 mm Airvalve on 800 mm each 206385.75 Each
200 mm Airvalve on 900 mm each 217188.53 Each
6
On MS
150 mm Airvalve on 1000 mm 32 each 133739.17 Each 4279653.44
150 mm Airvalve on 1100 mm 25 each 133739.17 Each 3343479.25
150 mm Airvalve on 1200 mm 16 each 133739.17 Each 2139826.72
7
on HDPE
80 mm Sluice valve on 63 mm 192 each 36300.90 Each 6969773.211
80 mm Sluice valve on 75 mm 43 each 36350.89 Each 1563088.388
80 mm Sluice valve on 90 mm 43 each 36434.97 Each 1566703.617
100 mm Sluice valve on 110 mm 22 each 48358.51 Each 1063887.235
125 mm Sluice valve on 125 mm 17 each 50125.80 Each 852138.6183
150 mm Sluice valve on 140 mm 10 each 64602.39 Each 646023.9487
150 mm Sluice valve on 160 mm 7 each 64979.60 Each 454857.1767
150 mm Sluice valve on 180 mm 10 each 65534.04 Each 655340.3787
200 mm Sluice valve on 200 mm 6 each 90954.35 Each 545726.1204
200 mm Sluice valve on 225 mm 7 each 91311.10 Each 639177.7316
250 mm Sluice valve on 250 mm 12 each 124655.69 Each 1495868.333
250 mm Sluice valve on 280 mm 12 each 125339.66 Each 1504075.881
7
100 mm Sluice valve on 100 mm 4 each 45489.97 Each 181959.8729
150 mm Sluice valve on 150 mm 1 each 59650.82 Each 59650.8214
200 mm Sluice valve on 200 mm 8 each 82589.42 Each 660715.3741
250 mm Sluice valve on 250 mm each 112923.34 Each
300 mm Sluice valve on 300 mm 6 each 155814.97 Each 934889.8306
350 mm Sluice valve on 350 mm 6 each 374765.07 Each 2248590.39
400 mm Sluice valve on 400 mm 4 each 403360.47 Each 1613441.898
450 mm Sluice valve on 450 mm 4 each 617395.16 Each 2469580.64
500 mm Sluice valve on 500 mm each 670300.29 Each
600 mm Sluice valve on 600 mm 4 each 886154.72 Each 3544618.87
600 mm Sluice valve on 700 mm each 969591.01 Each
600 mm Sluice valve on 800 mm each 1095515.40 Each
600 mm Sluice valve on 900 mm each 1131054.83 Each
7 each
800 mm Sluice valve on 1000 mm 6 each 1098225.00 6589350
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-
1991. With hand lever below 150 mm, with Worm gear for 200 mm and above
along with construction of valve chamber
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per
I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per
I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-
1991. With hand lever below 150 mm, with Worm gear for 200 mm and above
along with construction of valve chamber
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-
1991. With hand lever below 150 mm, with Worm gear for 200 mm and above
along with construction of valve chamber
800 mm Sluice valve on 1100 mm 15 each 1210314.00 18154710
900 mm Sluice valve on 1200 mm 7 each 1405150.00 9836050
8
on HDPE
80 mm dia 63-125mm dia line 54 each 41210.69 Each 2225377.092
100 mm dia >125-180mm dia line 4 each 54171.99 Each 216687.9701
150 mm dia >180-225mm dia line 9 each 74315.39 Each 668838.5414
150 mm dia >225-350mm dia line 17 each 74315.39 Each 1263361.689
200 mm dia >350-400mm dia line each 103216.94 Each
300 mm dia >400-600mm dia line each 194678.09 Each
on DI
80 mm dia 63-125mm dia line 4 each 41210.69 Each 164842.7475
100 mm dia >125-180mm dia line 1 each 54171.99 Each 54171.99252
150 mm dia >180-225mm dia line 1 each 74315.39 Each 74315.39348
150 mm dia >225-350mm dia line 10 each 74315.39 Each 743153.9348
200 mm dia >350-400mm dia line 10 each 103216.94 Each 1032169.431
300 mm dia >400-600mm dia line each 194678.09 Each
500 mm dia 600-1000mm dia line 1 each 730299.22 Each 730299.2197
on MS
80 mm dia 63-125mm dia line each 41210.69 Each
100 mm dia >125-180mm dia line each 54171.99 Each
150 mm dia >180-225mm dia line each 74315.39 Each
150 mm dia >225-350mm dia line each 74315.39 Each
200 mm dia >350-400mm dia line each 103216.94 Each
300 mm dia >400-600mm dia line each 194678.09 Each
500 mm dia 600-1000mm dia line 7 each 730299.22 Each 5112094.538
700 mm dia 1100-1600mm dia line 4 each 2274982.00 9099928
9 1890 M3 443.92 M3 839008.8
10 154870.1876
196.9270997
11 8.17
205.10
cr
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Executive Engineer Superintending Engineer
TDWSP Division TDWSP Circle
Banswada Nirmal
Earth work excavation in hard rock size more than 3.0cum in size
which required blasting including cost and converyance of all
material and labour charges etc., including stacking of the hard
rock after blasting as per the department direction and APDSS
etc., complete for finished item of work
LS for unforceen items
Total Rs.
Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS 13095-
1991. With hand lever below 150 mm, with Worm gear for 200 mm and above
along with construction of valve chambers
Sub Total
Provision for Anchor blocks, Thrust Blocks on Line at required places and road crossings etc., @ 5 %
Est. cost.Rs. 11999.51 lakhsSL
NoQty Unit Rate per Amount Rs.
1
6 kg/cm2
63mm dia 6 kg/cm2 Pipes 8643 Rm 257.38 Rm 22,24,516
75mm dia 6 kg/cm2 Pipes 6546 Rm 312.16 Rm 20,43,418
90mm dia 6 kg/cm2 Pipes 5287 Rm 389.78 Rm 20,60,761
110mm dia 6 kg/cm2 Pipes 9553 Rm 518.77 Rm 49,55,772
125mm dia 6 kg/cm2 Pipes 13944 Rm 631.74 Rm 88,09,050
140mm dia 6 kg/cm2 Pipes 6662 Rm 753.90 Rm 50,22,506
160mm dia 6 kg/cm2 Pipes 10322 Rm 963.38 Rm 99,44,022
180mm dia 6 kg/cm2 Pipes 6493 Rm 1,168.87 Rm 75,89,443
200mm dia 6 kg/cm2 Pipes 6356 Rm 1,402.90 Rm 89,16,839
225mm dia 6 kg/cm2 Pipes 6043 Rm 1,774.71 Rm 107,24,583
250mm dia 6 kg/cm2 Pipes 7400 Rm 2,142.60 Rm 158,55,219
280mm dia 6 kg/cm2 Pipes Rm 2,630.10 Rm
8 kg /cm2
63 mm dia 8 kg/cm2 Pipes 9631 Rm 290.49 Rm 27,97,717
75 mm dia 8 kg/cm2 Pipes 5092 Rm 358.98 Rm 18,27,916
90 mm dia 8 kg/cm2 Pipes 9555 Rm 457.15 Rm 43,68,040
110 mm dia 8 kg/cm2 Pipes 12173 Rm 616.96 Rm 75,10,297
125 mm dia 8 kg/cm2 Pipes 3991 Rm 763.06 Rm 30,45,354
140 mm dia 8 kg/cm2 Pipes 2960 Rm 916.04 Rm 27,11,489
160 mm dia 8 kg/cm2 Pipes 2677 Rm 1171.19 Rm 31,35,288
180 mm dia 8 kg/cm2 Pipes 6890 Rm 1437.20 Rm 99,02,278
200 mm dia 8 kg/cm2 Pipes 1262 Rm 1734.03 Rm 21,88,348
225 mm dia 8 kg/cm2 Pipes Rm 2200.61 Rm
250 mm dia 8 kg/cm2 Pipes 11718 Rm 2676.97 Rm 313,68,780
280 mm dia 8 kg/cm2 Pipes Rm 3295.79 Rm
10 kg/cm2
63 mm dia 10 kg/cm2 Pipes 4965 Rm 322.46 Rm 16,01,024
75 mm dia 10 kg/cm2 Pipes 4506 Rm 403.51 Rm 18,18,213
90 mm dia 10 kg/cm2 Pipes 9569 Rm 518.81 Rm 49,64,453
110 mm dia 10 kg/cm2 Pipes 3826 Rm 706.03 Rm 27,01,257
125 mm dia 10 kg/cm2 Pipes 6527 Rm 882.95 Rm 57,62,999
140 mm dia 10 kg/cm2 Pipes 4041 Rm 1066.77 Rm 43,10,799
160 mm dia 10 kg/cm2 Pipes 12801 Rm 1367.59 Rm 175,06,512
180 mm dia 10 kg/cm2 Pipes 3052 Rm 1687.26 Rm 51,49,507
200 mm dia 10 kg/cm2 Pipes 5328 Rm 2038.90 Rm 108,63,263
225 mm dia 10 kg/cm2 Pipes 6541 Rm 2597.97 Rm 169,93,333
250 mm dia 10 kg/cm2 Pipes 6238 Rm 3165.68 Rm 197,47,496
280 mm dia 10 kg/cm2 Pipes Rm 3903.24 Rm
TELANGANA DRINKING WATER SUPPLY PROJECT
Segment 13
Detailed and Abstract Estimate of Gravity Mains - BODHAN SEGMENT
Description of Item
Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments
and revisions thereon including supplying of pipes,necessary specials such as bends, Tees, etc. lowering,
laying and jointing of pipe lines true to alignment and gradient, trench excavation for pipelines in all soils
except rock requring blasting and refilling trenches with excavated earth (other than rocky soils and
boulders) with watering, tamping and removing surplus earth from site of work and filling the pipeline
with water and testing etc., complete as specified in Technical specifications (PartB - Volume I) and as per
drawing (Part C - Volume 1). The rates are inclusive of cost and conveyance of all materials and labour
charges for finished item of pipeline work, but excluding CED and other taxes.
SL
NoQty Unit Rate per Amount Rs.Description of Item
2
DI K7 Pipe Line
100 mm dia DI K7 Pipes Rm 1375.38 Rm
150 mm dia DI K7 Pipes Rm 1873.72 Rm
200 mm dia DI K7 Pipes Rm 2476.72 Rm
250 mm dia DI K7 Pipes Rm 3253.45 Rm
300 mm dia DI K7 Pipes 11133 Rm 4200.39 Rm 467,62,901
350 mm dia DI K7 Pipes 8017 Rm 5236.24 Rm 419,78,958
400 mm dia DI K7 Pipes 2743 Rm 6266.56 Rm 171,89,175
450 mm dia DI K7 Pipes 1151 Rm 7512.77 Rm 86,47,197
500 mm dia DI K7 Pipes Rm 8981.86 Rm
600 mm dia DI K7 Pipes 4938 Rm 11954.89 Rm 590,33,267
700 mm dia DI K7 Pipes 1681 Rm 15630.58 Rm 262,75,002
800 mm dia DI K7 Pipes 1681 Rm 20757.08 Rm 348,92,651
900 mm dia DI K7 Pipes
DI K9 Pipe Line
100 mm dia DI K9 Pipes 1799 Rm 1571.42 Rm 28,26,985
150 mm dia DI K9 Pipes 5267 Rm 2258.89 Rm 118,97,562
200 mm dia DI K9 Pipes Rm 2906.86 Rm
250 mm dia DI K9 Pipes 1275 Rm 3828.43 Rm 48,81,253
300 mm dia DI K9 Pipes 1762 Rm 4794.28 Rm 84,47,522
350 mm dia DI K9 Pipes 214 Rm 6003.81 Rm 12,84,816
400 mm dia DI K9 Pipes 2429 Rm 7143.69 Rm 173,52,011
450 mm dia DI K9 Pipes 8787 Rm 8514.44 Rm 748,16,373
500 mm dia DI K9 Pipes Rm 9957.00 Rm
600 mm dia DI K9 Pipes 10506 Rm 13061.96 Rm 1372,28,938
700 mm dia DI K9 Pipes Rm 17050.16 Rm
800 mm dia DI K9 Pipes Rm 22515.70 Rm
900 mm dia DI K9 Pipes Rm 26643.99 Rm
3
1000 mm dia PCCP 14 KG / CM2 2804 Rm 20076.28 562,93,889
1000 mm dia PCCP 14 KG / CM2 11560 Rm 20076.28 2320,81,797
4
on HDPE
Construction of pipelines for water supply with PCCP as per IS:2062-1992 Seemless Pipe with
Polyruthen Coating inside and outside Cement Motor (1:3) lining with required thickness as
per design including with all its amendments and revisions thereon including , mechanical
joints and as per Technical specifications as per requirements, lowering, laying and jointing of
pipes true to alignment and gradient, trench excavation of pipelines as per standard (1.8x2.8M)
in all soils except rock requiring blasting and refilling trenches with excavated earth (other than
rocky soils and boulders) with watering and tamping and removing surplus earth from site of
work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost &
conveyance of all materials, and labour charges, but excluding CED and taxes for finished
pipeline work.
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or
equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction
of Valve chamber
Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987
with its amendments and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-
2000 including inside cement mortar lining and outside zinc coating, mechanical joints as per IS:13382-
1992 and jiffy joints and as per Technical specifications as per requirements, lowering, laying and jointing
of pipes true to alignment and gradient, trench excavation of pipelines as per standard in all soils except
rock requiring blasting and refilling trenches with excavated earth (other than rocky soils and boulders)
with watering and tamping and removing surplus earth from site of work and filling pipeline with water and
testing etc., complete. The rates are inclusive of cost & conveyance of all materials, and labour charges,
but excluding CED and taxes for finished pipeline work.
SL
NoQty Unit Rate per Amount Rs.Description of Item
50 mm Airvalve on 63 mm 42 each 89866.15 Each 37,74,37850 mm Airvalve on 75 mm 34 each 89916.14 Each 30,57,14950 mm Airvalve on 90 mm 53 each 90000.22 Each 47,70,01250 mm Airvalve on 110 mm 52 each 92348.07 Each 48,02,10050 mm Airvalve on 125 mm 55 each 95146.47 Each 52,33,05650 mm Airvalve on 140 mm 40 each 98261.34 Each 39,30,45450 mm Airvalve on 160 mm 55 each 98638.55 Each 54,25,12050 mm Airvalve on 180 mm 38 each 99192.99 Each 37,69,33450 mm Airvalve on 200 mm 29 each 106190.45 Each 30,79,52350 mm Airvalve on 225 mm 29 each 106547.20 Each 30,89,86980 mm Airvalve on 250 mm 57 each 130858.12 Each 74,58,91380 mm Airvalve on 280 mm each 131542.08 Each
5
On DI
50 mm Airvalve on 100 mm 4 each 85755.55 Each 3,43,02250 mm Airvalve on 150 mm 12 each 86666.21 Each 10,39,99550 mm Airvalve on 200 mm each 87866.35 Each80 mm Airvalve on 250 mm 3 each 104420.13 Each 3,13,26080 mm Airvalve on 300 mm 30 each 106040.03 Each 31,81,201100 mm Airvalve on 350 mm 17 each 119984.65 Each 20,39,739100 mm Airvalve on 400 mm 11 each 121568.22 Each 13,37,250100 mm Airvalve on 450 mm 22 each 123834.91 Each 27,24,368150 mm Airvalve on 500 mm each 153846.22 Each150 mm Airvalve on 600 mm 22 each 162232.28 Each 35,69,110150 mm Airvalve on 700 mm 4 each 169737.83 Each 6,78,951200 mm Airvalve on 800 mm each 206385.75 Each200 mm Airvalve on 900 mm each 217188.53 Each
6
On PCCP
150 mm Airvalve on 1000 mm 30 each 133739.31 Each 40,12,179
7
on HDPE
80 mm Sluice valve on 63 mm 45 each 36300.90 Each 16,33,54180 mm Sluice valve on 75 mm 25 each 36350.89 Each 9,08,77280 mm Sluice valve on 90 mm 25 each 36434.97 Each 9,10,874
100 mm Sluice valve on 110 mm 28 each 48358.51 Each 13,54,038125 mm Sluice valve on 125 mm 19 each 50125.80 Each 9,52,390150 mm Sluice valve on 140 mm 14 each 64602.39 Each 9,04,434150 mm Sluice valve on 160 mm 12 each 64979.60 Each 7,79,755150 mm Sluice valve on 180 mm 12 each 65534.04 Each 7,86,408200 mm Sluice valve on 200 mm 10 each 90954.35 Each 9,09,544200 mm Sluice valve on 225 mm 7 each 91311.10 Each 6,39,178250 mm Sluice valve on 250 mm 17 each 124655.69 Each 21,19,147250 mm Sluice valve on 280 mm each Each
8
On DI Pipe Line
100 mm Sluice valve on 100 mm 1 each 45489.97 Each 45,490
150 mm Sluice valve on 150 mm 2 each 59650.82 Each 1,19,302
200 mm Sluice valve on 200 mm each 82589.42 Each
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or
equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction
of Valve chamber
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or
equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction
of Valve chamber
Fixing of Gate valves with DI Wafer Butterfly valves
conforming to IS 13095-1991. With hand lever below 150
mm, with Worm gear for 200 mm and above along with
construction of valve chamber
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With
hand lever below 150 mm, with Worm gear for 200 mm and above along with
construction of valve chamber
SL
NoQty Unit Rate per Amount Rs.Description of Item
250 mm Sluice valve on 250 mm 8 each 112923.34 Each 9,03,387
300 mm Sluice valve on 300 mm 8 each 155814.97 Each 12,46,520
350 mm Sluice valve on 350 mm 12 each 374765.07 Each 44,97,181
400 mm Sluice valve on 400 mm 3 each 403360.47 Each 12,10,081
450 mm Sluice valve on 450 mm 7 each 617395.16 Each 43,21,766
500 mm Sluice valve on 500 mm each 670300.29 Each
600 mm Sluice valve on 600 mm 5 each 886154.72 Each 44,30,774
700 mm Sluice valve on 700 mm 1 each 969591.01 Each 9,69,591
800 mm Sluice valve on 800 mm 1 each 1095515.40 Each 10,95,515
800 mm Sluice valve on 900 mm each 1131054.83 Each
9
On PCCP Pipes
800 mm Sluice valve on 1000 mm 3 each 1098225.00 Each 32,94,675
10
on HDPE
80 mm dia 63-125mm dia line 23 each 41210.69 Each 9,47,846
100 mm dia >125-180mm dia line 34 each 54171.99 Each 18,41,848
150 mm dia >180-225mm dia line 10 each 74315.39 Each 7,43,154
150 mm dia>225-350mm dia
line19 each 74315.39 Each 14,11,992
200 mm dia>350-400mm dia
lineeach 103216.94 Each
300 mm dia>400-600mm dia
lineeach 194678.09 Each
on DI
80 mm dia 63-125mm dia line 1 each 41210.69 Each 41,211
100 mm dia >125-180mm dia line 4 each 54171.99 Each 2,16,688
150 mm dia >180-225mm dia line each 74315.39 Each
150 mm dia>225-350mm dia
line4 each 74315.39 Each 2,97,262
200 mm dia>350-400mm dia
line4 each 103216.94 Each 4,12,868
300 mm dia>400-600mm dia
line11 each 194678.09 Each 21,41,459
500 mm dia600-1000mm dia
line2 each 730299.22 Each 14,60,598
On PCCP
80 mm dia 63-125mm dia line each Each
100 mm dia >125-180mm dia line each Each
125 mm dia >180-225mm dia line each Each
Fixing of Gate valves with DI Wafer Butterfly valves
conforming to IS 13095-1991. With hand lever below 150
mm, with Worm gear for 200 mm and above along with
construction of valve chamber
Fixing of Scou valves usin DI Wafer Butterfly valves
conforming to IS 13095-1991. With hand lever below 150
mm, with Worm gear for 200 mm and above along with
construction of valve chambers
SL
NoQty Unit Rate per Amount Rs.Description of Item
150 mm dia>225-350mm dia
lineeach Each
200 mm dia>350-400mm dia
lineeach Each
300 mm dia>400-600mm dia
lineeach Each
500 mm dia600-1000mm dia
line8 each 730299.22 Each 58,42,394
11
1400 M3 443.92 6,21,488
12 1,19,600
114
13 6
120.00
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Executive Engineer Superintending Engineer
TDWSP Division TDWSP Circle
Banswada Nirmal
Sub Total
Provision for Anchor blocks, Thrust Blocks on Line at required places and Road Crossing and
Canal Crossings ectc., @ 5 %
Earth work excavation in Hard Rock of Boulders size more
than 3.0cum requires blsting including cost and converyance
of all charges etc., complete for finished item of work
L.S Unforceen Items
Est. cost.Rs. 23127.00 lakhsSL
NoQty Unit Rate per Amount Rs.
1
6 kg/cm2
63mm dia 6 kg/cm2 Pipes 35270.4 Rm 257.38 Rm 90,77,816
75mm dia 6 kg/cm2 Pipes 10155.409 Rm 312.16 Rm 31,70,142
90mm dia 6 kg/cm2 Pipes 23685.053 Rm 389.78 Rm 92,31,936
110mm dia 6 kg/cm2 Pipes 31202.767 Rm 518.77 Rm 161,86,937
125mm dia 6 kg/cm2 Pipes 13948.781 Rm 631.74 Rm 88,12,071
140mm dia 6 kg/cm2 Pipes 5245.282 Rm 753.90 Rm 39,54,437
160mm dia 6 kg/cm2 Pipes 13066.436 Rm 963.38 Rm 125,87,961
180mm dia 6 kg/cm2 Pipes 21865.398Rm 1,168.87 Rm 255,57,708
200mm dia 6 kg/cm2 Pipes 5834.03 Rm 1,402.90 Rm 81,84,566
225mm dia 6 kg/cm2 Pipes 11366.034 Rm 1,774.71 Rm 201,71,434
250mm dia 6 kg/cm2 Pipes 2011.94 Rm 2,142.60 Rm 43,10,777
8 kg /cm2
63 mm dia 8 kg/cm2 Pipes 40243.946 Rm 290.49 Rm 116,90,497
75 mm dia 8 kg/cm2 Pipes 13980.394 Rm 358.98 Rm 50,18,653
90 mm dia 8 kg/cm2 Pipes 28625.634 Rm 457.15 Rm 130,86,123
110 mm dia 8 kg/cm2 Pipes 17943.371 Rm 616.96 Rm 110,70,406
125 mm dia 8 kg/cm2 Pipes 22074.049 Rm 763.06 Rm 168,43,722
140 mm dia 8 kg/cm2 Pipes 6547.13 Rm 916.04 Rm 59,97,457
160 mm dia 8 kg/cm2 Pipes 15773.435 Rm 1171.19 Rm 184,73,761
180 mm dia 8 kg/cm2 Pipes 16375.602 Rm 1437.20 Rm 235,34,944
200 mm dia 8 kg/cm2 Pipes 13681.33 Rm 1734.03 Rm 237,23,863
225 mm dia 8 kg/cm2 Pipes 1225.404 Rm 2200.61 Rm 26,96,642
250 mm dia 8 kg/cm2 Pipes 18070.623 Rm 2676.97 Rm 483,74,586
280 mm dia 8 kg/cm2 Pipes 1985.27 Rm 3295.79 Rm 65,43,032
12.5 kg/cm2
63 mm dia 12.5 kg/cm2 Pipes 11722.252 Rm 379.55 Rm 44,49,181
75 mm dia 12.5 kg/cm2 Pipes 11570.025 Rm 486.86 Rm 56,32,982
90 mm dia 12.5 kg/cm2 Pipes 6668.932 Rm 657.55 Rm 43,85,156
400138.927
2
DI K7 Pipeline
300 mm dia DI K7 Pipes 15577.778 Rm 4200.39 Rm 654,32,686
350 mm dia DI K7 Pipes 14137.433 Rm 5236.24 Rm 740,27,030
400 mm dia DI K7 Pipes 1050 Rm 6266.56 Rm 65,79,888
DI K9 Pipeline
100 mm dia DI K9 Pipes 20870.789 Rm 1571.42 Rm 327,96,784
TELANGANA DRINKING WATER SUPPLY PROJECTSegment 13
Detailed and Abstract Estimate of Gravity Mains - JUKKAL
Description of Item
Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments and revisions
thereon including supplying of pipes,necessary specials such as bends, Tees, etc. lowering, laying and jointing of pipe
lines true to alignment and gradient, trench excavation for pipelines in all soils except rock requring blasting and
refilling trenches with excavated earth (other than rocky soils and boulders) with watering, tamping and removing
surplus earth from site of work and filling the pipeline with water and testing etc., complete as specified in Technical
specifications (PartB - Volume I) and as per drawing (Part C - Volume 1). The rates are inclusive of cost and
conveyance of all materials and labour charges for finished item of pipeline work, but excluding CED and other taxes.
Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987 with its
amendments and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-2000 including inside
cement mortar lining and outside zinc coating, mechanical joints as per IS:13382-1992 and jiffy joints and as per
Technical specifications as per requirements, lowering, laying and jointing of pipes true to alignment and gradient,
trench excavation of pipelines as per standard in all soils except rock requiring blasting and refilling trenches with
excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth from site of
work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost & conveyance of all
materials, and labour charges, but excluding CED and taxes for finished pipeline work.
Est. cost.Rs. 23127.00 lakhsSL
NoQty Unit Rate per Amount Rs.
TELANGANA DRINKING WATER SUPPLY PROJECTSegment 13
Detailed and Abstract Estimate of Gravity Mains - JUKKAL
Description of Item
150 mm dia DI K9 Pipes 17465.151 Rm 2258.89 Rm 394,51,816
200 mm dia DI K9 Pipes 28592.399 Rm 2906.86 Rm 831,14,010
250 mm dia DI K9 Pipes 8721.87 Rm 3828.43 Rm 333,91,100
300 mm dia DI K9 Pipes 19959.265 Rm 4794.28 Rm 956,90,311
350 mm dia DI K9 Pipes 29952.237 Rm 6003.81 Rm 1798,27,667
400 mm dia DI K9 Pipes 5710.256 Rm 7143.69 Rm 407,92,271
500 mm dia DI K9 Pipes 6217.364 Rm 9957.00 Rm 619,06,310
600 mm dia DI K9 Pipes 8780.128 Rm 13061.96 Rm 1146,85,669
700 mm dia DI K9 Pipes 7281.733 Rm 17050.16 Rm 1241,54,695
800 mm dia DI K9 Pipes 17751.034 Rm 22515.70 Rm 3996,76,922
202067.437
4
on HDPE50 mm Airvalve on 63 mm 181 each 89866.15 Each 162,65,77450 mm Airvalve on 75 mm 79 each 89916.14 Each 71,03,37550 mm Airvalve on 90 mm 126 each 90000.22 Each 113,40,02850 mm Airvalve on 110 mm 106 each 92348.07 Each 97,88,89550 mm Airvalve on 125 mm 72 each 95146.47 Each 68,50,54650 mm Airvalve on 140 mm 28 each 98261.34 Each 27,51,31850 mm Airvalve on 160 mm 64 each 98638.55 Each 63,12,86750 mm Airvalve on 180 mm 83 each 99192.99 Each 82,33,01850 mm Airvalve on 200 mm 44 each 106190.45 Each 46,72,38050 mm Airvalve on 225 mm 28 each 106547.20 Each 29,83,32280 mm Airvalve on 250 mm 44 each 130858.12 Each 57,57,75780 mm Airvalve on 280 mm 5 each 131542.08 Each 6,57,710
5
On DI
40 mm Airvalve on 100 mm43
each 85755.55 Each 36,87,488
50 mm Airvalve on 150 mm 39 each 86666.21 Each 33,79,98250 mm Airvalve on 200 mm 60 each 87866.35 Each 52,71,98180 mm Airvalve on 250 mm 19 each 104420.13 Each 19,83,982
80 mm Airvalve on 300 mm76
each 106040.03 Each 80,59,042
100 mm Airvalve on 350 mm 92 each 119984.65 Each 110,38,588100 mm Airvalve on 400 mm 16 each 121568.22 Each 19,45,092100 mm Airvalve on 500 mm 13 each 153846.22 Each 20,00,001150 mm Airvalve on 600 mm 18 each 162232.28 Each 29,20,181150 mm Airvalve on 700 mm 15 each 169737.83 Each 25,46,067150 mm Airvalve on 800 mm 37 each 206385.75 Each 76,36,273
6on HDPE
80 mm Sluice valve on 63 mm 16 each 36300.90 Each 5,80,814
80 mm Sluice valve on 75 mm 14 each 36350.89 Each 5,08,912
80 mm Sluice valve on 90 mm 18 each 36434.97 Each 6,55,829
100 mm Sluice valve on 110 mm 21 each 48358.51 Each 10,15,529
125 mm Sluice valve on 125 mm 16 each 50125.80 Each 8,02,013
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade
as per I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade
as per I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With hand lever below 150 mm,
Est. cost.Rs. 23127.00 lakhsSL
NoQty Unit Rate per Amount Rs.
TELANGANA DRINKING WATER SUPPLY PROJECTSegment 13
Detailed and Abstract Estimate of Gravity Mains - JUKKAL
Description of Item
150 mm Sluice valve on 140 mm 4 each 64602.39 Each 2,58,410
150 mm Sluice valve on 160 mm 12 each 64979.60 Each 7,79,755
150 mm Sluice valve on 180 mm 18 each 65534.04 Each 11,79,613
200 mm Sluice valve on 200 mm 4 each 90954.35 Each 3,63,817
200 mm Sluice valve on 225 mm 4 each 91311.10 Each 3,65,244
250 mm Sluice valve on 250 mm 6 each 124655.69 Each 7,47,934
250 mm Sluice valve on 280 mm 6 each 125339.66 Each 7,52,038
7on DI
100 mm Sluice valve on 100 mm 9 each 45489.97 Each 4,09,410150 mm Sluice valve on 150 mm 12 each 59650.82 Each 7,15,810200 mm Sluice valve on 200 mm 16 each 82589.42 Each 13,21,431250 mm Sluice valve on 250 mm 4 each 112923.34 Each 4,51,693
300 mm Sluice valve on 300 mm16
each 155814.97 Each 24,93,040
350 mm Sluice valve on 350 mm 19 each 374765.07 Each 71,20,536400 mm Sluice valve on 400 mm 3 each 403360.47 Each 12,10,081450 mm Sluice valve on 500 mm 4 each 617395.16 Each 24,69,581500 mm Sluice valve on 600 mm 5 each 670300.29 Each 33,51,501600 mm Sluice valve on 700 mm 4 each 886154.72 Each 35,44,619700 mm Sluice valve on 800 mm 10 each 969591.01 Each 96,95,910
8on HDPE
80 mm dia 63-125mm dia line 285 each 41210.69 Each 117,45,046
100 mm dia >125-180mm dia line 51 each 54171.99 Each 27,62,772
125 mm dia >180-225mm dia line 27 each 74315.39 Each 20,06,516
150 mm dia >225-350mm dia line 15 each 74315.39 Each 11,14,731
on DI80 mm dia 63-125mm dia line 15 each 41210.69 Each 6,18,160
100 mm dia >125-180mm dia line 8 each 54171.99 Each 4,33,376
125 mm dia >180-225mm dia line 16 each 74315.39 Each 11,89,046
150 mm dia >225-350mm dia line 47 each 74315.39 Each 34,92,823
200 mm dia >350-400mm dia line 3 each 103216.94 Each 3,09,651
300 mm dia >400-600mm dia line 2 each 194678.09 Each 3,89,356
500 mm dia 600-1000mm dia line 3 each 730299.22 Each 21,90,898
8 2000 M3 443.92 M3 8,87,840
9 2252,02,329
230.08
10 1.19231.27
cr
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Executive Engineer Superintending Engineer
TDWSP Division TDWSP Circle
Banswada Nirmal
Provision for Anchor blocks, Thrust Blocks on Line at required places, Valves & Specials @ 5 %
Earth work excavation in Hard Rock which require Blasting of
Builders up to 3.00Cum including cost of all blasting materials and
all labour charges etc., complete for finished item of work
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With hand lever below 150 mm,
Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS 13095-1991. With hand lever below 150 mm,
L.S Unforceen Items
8000.00 LakhsSL
NoQty Unit Rate per Amount Rs.
1
6 kg/cm2
63mm dia 6 kg/cm2 Pipes 10336.26 Rm 257.38 Rm 26,60,323
75mm dia 6 kg/cm2 Pipes 5399.71 Rm 312.16 Rm 16,85,589
90mm dia 6 kg/cm2 Pipes 2906.03 Rm 389.78 Rm 11,32,709
110mm dia 6 kg/cm2 Pipes 4351.98 Rm 518.77 Rm 22,57,660
125mm dia 6 kg/cm2 Pipes 322 Rm 631.74 Rm 2,03,422
140mm dia 6 kg/cm2 Pipes 1700 Rm 753.90 Rm 12,81,636
160mm dia 6 kg/cm2 Pipes 1800 Rm 963.38 Rm 17,34,086
180mm dia 6 kg/cm2 Pipes Rm 1,168.87 Rm
200mm dia 6 kg/cm2 Pipes 5425 Rm 1,402.90 Rm 76,10,738
225mm dia 6 kg/cm2 Pipes 1900 Rm 1,774.71 Rm 33,71,952
250mm dia 6 kg/cm2 Pipes 650 Rm 2,142.60 Rm 13,92,688
280mm dia 6 kg/cm2 Pipes Rm 2,630.10 Rm
8 kg /cm2
63 mm dia 8 kg/cm2 Pipes 33178.66 Rm 290.49 Rm 96,38,097
75 mm dia 8 kg/cm2 Pipes 2560 Rm 358.98 Rm 9,18,984
90 mm dia 8 kg/cm2 Pipes 4119.41 Rm 457.15 Rm 18,83,176
110 mm dia 8 kg/cm2 Pipes 10257.35 Rm 616.96 Rm 63,28,411
125 mm dia 8 kg/cm2 Pipes 7606.73 Rm 763.06 Rm 58,04,356
140 mm dia 8 kg/cm2 Pipes 2096 Rm 916.04 Rm 19,20,028
160 mm dia 8 kg/cm2 Pipes 11541.73 Rm 1171.19 Rm 135,17,611
180 mm dia 8 kg/cm2 Pipes 7599 Rm 1437.20 Rm 109,21,250
200 mm dia 8 kg/cm2 Pipes 2950.8 Rm 1734.03 Rm 51,16,781
225 mm dia 8 kg/cm2 Pipes 1176.29 Rm 2200.61 Rm 25,88,561
250 mm dia 8 kg/cm2 Pipes 8450 Rm 2676.97 Rm 226,20,430
280 mm dia 8 kg/cm2 Pipes 2212 Rm 3295.79 Rm 72,90,286
10 kg/cm2
63 mm dia 10 kg/cm2 Pipes 26002.81 Rm 322.46 Rm 83,84,921
75 mm dia 10 kg/cm2 Pipes 7353.77 Rm 403.51 Rm 29,67,315
90 mm dia 10 kg/cm2 Pipes 8864.44 Rm 518.81 Rm 45,98,923
110 mm dia 10 kg/cm2 Pipes 9199.16 Rm 706.03 Rm 64,94,849
125 mm dia 10 kg/cm2 Pipes 3082.78 Rm 882.95 Rm 27,21,933
140 mm dia 10 kg/cm2 Pipes 5326 Rm 1066.77 Rm 56,81,592
160 mm dia 10 kg/cm2 Pipes 732 Rm 1367.59 Rm 10,01,075
180 mm dia 10 kg/cm2 Pipes 13039.37 Rm 1687.26 Rm 220,00,763
200 mm dia 10 kg/cm2 Pipes 8571.19 Rm 2038.90 Rm 174,75,805
225 mm dia 10 kg/cm2 Pipes 1883.99 Rm 2597.97 Rm 48,94,553
250 mm dia 10 kg/cm2 Pipes 682.9 Rm 3165.68 Rm 21,61,841
280 mm dia 10 kg/cm2 Pipes 7061 Rm 3903.24 Rm 275,60,801
TELANGANA DRINKING WATER SUPPLY PROJECTSegment 13
Detailed Sub Estimate for Gravity Mains of Yellareddy Segment
Description of Item
Construction of pipelines for water supply with HDPE pipes as per IS specifications, with its amendments
and revisions thereon including supplying of pipes,necessary specials such as bends, Tees, etc. lowering,
laying and jointing of pipe lines true to alignment and gradient, trench excavation for pipelines in all soils
except rock requring blasting and refilling trenches with excavated earth (other than rocky soils and
boulders) with watering, tamping and removing surplus earth from site of work and filling the pipeline with
water and testing etc., complete as specified in Technical specifications (PartB - Volume I) and as per
drawing (Part C - Volume 1). The rates are inclusive of cost and conveyance of all materials and labour
charges for finished item of pipeline work, but excluding CED and other taxes.
Est. cost.Rs.
SL
NoQty Unit Rate per Amount Rs.Description of Item
2
DI K7 Pipeline
100 mm dia DI K7 Pipes Rm 1375.38 Rm
150 mm dia DI K7 Pipes Rm 1873.72 Rm
200 mm dia DI K7 Pipes Rm 2476.72 Rm
250 mm dia DI K7 Pipes Rm 3253.45 Rm
300 mm dia DI K7 Pipes 2650 Rm 4200.39 Rm 111,31,024
350 mm dia DI K7 Pipes 700 Rm 5236.24 Rm 36,65,370
400 mm dia DI K7 Pipes Rm 6266.56 Rm
450 mm dia DI K7 Pipes Rm 7512.77 Rm
500 mm dia DI K7 Pipes Rm 8981.86 Rm
600 mm dia DI K7 Pipes Rm 11954.89 Rm
700 mm dia DI K7 Pipes Rm 15630.58 Rm
750 mm dia DI K7 Pipes Rm Rm
800 mm dia DI K7 Pipes Rm 20757.08 Rm
900 mm dia DI K7 Pipes Rm 24505.97 Rm
DI K9 Pipeline
100 mm dia DI K9 Pipes 25866.44 Rm 1571.42 Rm 406,47,052
150 mm dia DI K9 Pipes 9139.97 Rm 2258.89 Rm 206,46,166
200 mm dia DI K9 Pipes 2054.5 Rm 2906.86 Rm 59,72,137
250 mm dia DI K9 Pipes Rm 3828.43 Rm
300 mm dia DI K9 Pipes 5643 Rm 4794.28 Rm 270,54,124
350 mm dia DI K9 Pipes 22919.06 Rm 6003.81 Rm 1376,01,779
400 mm dia DI K9 Pipes Rm 7143.69 Rm
450 mm dia DI K9 Pipes 1710 Rm 8514.44 Rm 145,59,690
500 mm dia DI K9 Pipes 8995 Rm 9957.00 Rm 895,63,240
600 mm dia DI K9 Pipes 3127 Rm 13061.96 Rm 408,44,745
700 mm dia DI K9 Pipes Rm 17050.16 Rm
750 mm dia DI K9 Pipes Rm 19263.84 Rm
800 mm dia DI K9 Pipes Rm 22515.70 Rm
900 mm dia DI K9 Pipes Rm 26643.99 Rm
3
on HDPE50 mm Airvalve on 63 mm 140 each 89866.15 Each 125,81,26250 mm Airvalve on 75 mm 31 each 89916.14 Each 27,87,40050 mm Airvalve on 90 mm 32 each 90000.22 Each 28,80,00750 mm Airvalve on 110 mm 48 each 92348.07 Each 44,32,70750 mm Airvalve on 125 mm 23 each 95146.47 Each 21,88,36950 mm Airvalve on 140 mm 19 each 98261.34 Each 18,66,96650 mm Airvalve on 160 mm 27 each 98638.55 Each 26,63,24150 mm Airvalve on 180 mm 42 each 99192.99 Each 41,66,10550 mm Airvalve on 200 mm 34 each 106190.45 Each 36,10,47550 mm Airvalve on 225 mm 10 each 106547.20 Each 10,65,47280 mm Airvalve on 250 mm 20 each 130858.12 Each 26,17,16280 mm Airvalve on 280 mm 19 each 131542.08 Each 24,99,300
Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987
with its amendments and revisions thereon including supply of pipes with rubber gaskets as per IS:8329-2000
including inside cement mortar lining and outside zinc coating, mechanical joints as per IS:13382-1992 and
jiffy joints and as per Technical specifications as per requirements, lowering, laying and jointing of pipes true
to alignment and gradient, trench excavation of pipelines as per standard in all soils except rock requiring
blasting and refilling trenches with excavated earth (other than rocky soils and boulders) with watering and
tamping and removing surplus earth from site of work and filling pipeline with water and testing etc.,
complete. The rates are inclusive of cost & conveyance of all materials, and labour charges, but excluding
CED and taxes for finished pipeline work.
Single Chamber DI Air Valve pn 1.6 with Body and cover in Ductile Iron of grade SG 400/12 or
equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction of
Valve chamber
SL
NoQty Unit Rate per Amount Rs.Description of Item
4
On DI50 mm Airvalve on 100 mm 52 each 85755.55 Each 44,59,28850 mm Airvalve on 150 mm 19 each 86666.21 Each 16,46,65850 mm Airvalve on 200 mm 34 each 87866.35 Each 29,87,45680 mm Airvalve on 250 mm each 104420.13 Each80 mm Airvalve on 300 mm 17 each 106040.03 Each 18,02,680100 mm Airvalve on 350 mm 48 each 119984.65 Each 57,59,263100 mm Airvalve on 400 mm each 121568.22 Each100 mm Airvalve on 450 mm 4 each 123834.91 Each 4,95,340150 mm Airvalve on 500 mm 18 each 153846.22 Each 27,69,232150 mm Airvalve on 600 mm 7 each 162232.28 Each 11,35,626150 mm Airvalve on 700 mm each Each200 mm Airvalve on 800 mm each Each200 mm Airvalve on 900 mm each Each
5
on HDPE80 mm Sluice valve on 63 mm 149 each 36300.90 Each 54,08,83480 mm Sluice valve on 75 mm 24 each 36350.89 Each 8,72,42180 mm Sluice valve on 90 mm 22 each 36434.97 Each 8,01,569100 mm Sluice valve on 110 mm 25 each 48358.51 Each 12,08,963125 mm Sluice valve on 125 mm 12 each 50125.80 Each 6,01,510150 mm Sluice valve on 140 mm 12 each 64602.39 Each 7,75,229150 mm Sluice valve on 160 mm 16 each 64979.60 Each 10,39,674150 mm Sluice valve on 180 mm 19 each 65534.04 Each 12,45,147200 mm Sluice valve on 200 mm 15 each 90954.35 Each 13,64,315200 mm Sluice valve on 225 mm 7 each 91311.10 Each 6,39,178250 mm Sluice valve on 250 mm 8 each 124655.69 Each 9,97,246250 mm Sluice valve on 280 mm 10 each 125339.66 Each 12,53,397
6
100 mm Sluice valve on 100 mm 33 each 45489.97 Each 15,01,169150 mm Sluice valve on 150 mm 3 each 59650.82 Each 1,78,952200 mm Sluice valve on 200 mm 3 each 82589.42 Each 2,47,768250 mm Sluice valve on 250 mm each 112923.34 Each300 mm Sluice valve on 300 mm 9 each 155814.97 Each 14,02,335350 mm Sluice valve on 350 mm 20 each 374765.07 Each 74,95,301400 mm Sluice valve on 400 mm each 403360.47 Each450 mm Sluice valve on 450 mm 3 each 617395.16 Each 18,52,185500 mm Sluice valve on 500 mm 4 each 670300.29 Each 26,81,201600 mm Sluice valve on 600 mm 3 each 886154.72 Each 26,58,464700 mm Sluice valve on 700 mm each 969591.01 Each800 mm Sluice valve on 800 mm each 1095515.40 Each900 mm Sluice valve on 900 mm each 1131054.83 Each
Fixing of Gate valves with DI Wafer Butterfly valves
conforming to IS 13095-1991. With hand lever below
150 mm, with Worm gear for 200 mm and above along
with construction of valve chamber
Fixing of Gate valves with DI Wafer Butterfly valves
conforming to IS 13095-1991. With hand lever below
150 mm, with Worm gear for 200 mm and above along
with construction of valve chamber
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or
equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction of
Valve chamber
SL
NoQty Unit Rate per Amount Rs.Description of Item
7
on HDPE80 mm dia 63-125mm dia
line
69 each 41210.69 Each 28,43,537
100 mm dia >125-180mm dia
line
23 each 54171.99 Each 12,45,956
150 mm dia >180-225mm dia
line
12 each 74315.39 Each 8,91,785
150 mm dia >225-350mm dia
line
15 each 74315.39 Each 11,14,731
200 mm dia >350-400mm dia
line
20 each 103216.94 Each 20,64,339
300 mm dia >400-600mm dia
line
each 194678.09 Each
on DI80 mm dia 63-125mm dia
line
20 each 41210.69 Each 8,24,214
100 mm dia >125-180mm dia
line
15 each 54171.99 Each 8,12,580
150 mm dia >180-225mm dia
line
each 74315.39 Each
150 mm dia >225-350mm dia
line
17 each 74315.39 Each 12,63,362
200 mm dia >350-400mm dia
line
13 each 103216.94 Each 13,41,820
300 mm dia >400-600mm dia
line
7 each 194678.09 Each 13,62,747
500 mm dia 600-1000mm dia
line
each 730299.22 Each
8 2000 M3 443.92 M3 8,87,840.00
9 L.S Unforceen Items 1,21,257.33
72.19
10 7.81
80.00
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Executive Engineer Superintending Engineer
TDWSP Division TDWSP Circle
Banswada Nirmal
Provision for Anchor blocks, Thrust Blocks on Line at
required places, Valves & Specials @ 10 %
Earth work excavation in Hard Rock which require
Blasting of Builders up to 3.00Cum including cost of all
blasting materials and all labour charges etc., complete
for finished item of work
Total Rs
Fixing of Scou valves usin DI Wafer Butterfly valves
conforming to IS 13095-1991. With hand lever below
150 mm, with Worm gear for 200 mm and above along
with construction of valve chambers
Sub Total
Est. Cost Rs. 33.00 Cr.
SL No Qty Unit Rate per Amount Rs.
1
MS Pipe LINE From Intake well to Aerator
1300 mm dia MS pipe 12 mm thick 500 Rm 34890.76 Rm 17445378.74From Clear Water sump at Head works to OHBR at Rai Pahad
1300 mm dia MS Pipe 14 mm thick 6000 Rm 39041.11 Rm 234246680.62
2
ON MS Pipe
200MM Air Valve 1300 mm dia MS pipe 14 each 158905.76 Rm 2224680.62
3
ON MS Pipe
900MM Sluice
Valve
1300 mm dia MS pipe 4 each 1407652.00 Rm 5630608.00
4
ON MS Pipe
700MM Scour
Valve
1300 mm dia MS pipe 4 each 2274982.00 Rm 9099928.00
5 LS 30000000.00
6 2400 M3 443.92 M
3 1065408.00
7 25169205.94
8 5118110.09
33.00 Cr.
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Executive Engineer Superintending EngineerTDWSP Division TDWSP CircleBanswada Nirmal
Provision for Anchor blocks, Thrust Blocks on Line at required places, Valves & Specials @ 2 %
LS for Unforseen Items
Total. Amount in Lakhs
TELANGANA DRIKINING WATER SUPPLY PROJECT
S/D and errection of Surge Equipment including cost and conveyance of all materials and labour
charges etc., complete for finished item of work
E/W excavation in Hard Rock of size more than 3.00 cum in size including cost and converyance
of all materials and labour charges etc., complete for finished item of work
Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS 13095-1991. With hand
lever below 150 mm, with Worm gear for 200 mm and above along with construction of valve
chambers
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS 13095-1991. With hand
lever below 150 mm, with Worm gear for 200 mm and above along with construction of valve
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent
grade as per I.S.3896-part2-1985 and subsequent revisions along with construction of Valve
DETAILED SUB-ESTIMATE FOR PUMPING MAIN OF SEGMENT - 13 OF NIZAMABAD DISTRICT
Description of Item
Construction of pipelines for water supply with MS as per IS:2062-1992 Seemless Pipe with Polyruthen Coating inside and outside
Cement Motor (1:3) lining with required thickness as per design including with all its amendments and revisions thereon including
, mechanical joints and as per Technical specifications as per requirements, lowering, laying and jointing of pipes true to alignment
and gradient, trench excavation of pipelines as per standard (1.8x2.8M) in all soils except rock requiring blasting and refilling
trenches with excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth from
site of work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost & conveyance of all materials,
and labour charges, but excluding CED and taxes for finished pipeline work.
34,550
SL No Qty Unit Rate per Amount Rs.
S&D of MS pipes
1
PCCP Pipe Line From Rai Pahad to Aredu X road
From Ch. 0.00M to 2400.00M
PCCP Pipe Line 1500MM Dia 10 KG/CM2 2100 Rm 34680.48 72829008.00
From Ch.2400.00M to 3900.00M
PCCP Pipe Line 1500MM Dia 12KG/CM2 1500 Rm 36275.35 54413025.00
From Ch.3900.00M to 7140.00M
PCCP Pipe Line 1500MM Dia 14KG/CM2 3240 Rm 37151.77 120371735.00
From Ch.7140.00M to 10500.00M
PCCP Pipe Line 1500MM Dia 12KG/CM2 3360 Rm 36275.35 121885176.00
From Ch.10500.00M to 26100.00
PCCP Pipe Line 1500MM Dia 10KG/CM2 15600 Rm 34680.48 541015488.00
From Ch.26100.00 to 33300.00 0.00
PCCP Pipe Line 1500MM Dia 8KG/CM2 7200 Rm 33921.68 244236096.00
MS Pipe Line From Ch. 33300.00 to 37140.00
MS 14 MM Thick 1500MM Dia 3840 44823.96 172124006.00
From Ch.37140.00 to 58856.00
MS 14 MM Thick 1500MM Dia 21716 44823.96 973397115.00
From Aredu X Road to Narsinga Rao pally Jn
MS 14MM Thick & 1200MM Dia 7076 Rm 36277.81 Rm 256701792.00
From Narsinga Rao Pally Jn to Boggu Gudise Thanda jn
1200 mm dia MS Pipe 14 mm thick 10472 Rm 36277.81 Rm 379901239.00
Boggu Gudise Thanda Jn to BPT near Santosh Nagar
1000 mm dia MS Pipe 12 mm thick 14323 Rm 27487.65 Rm 393705682.00
2150MM Air
Valve1000 mm dia MS/PCCP Pipe
29each 120786.07 Rm 3502796.00
150MM Air
Valve1200 mm dia MS/PCCP Pipe
35each 120786.07 Rm 4227512.00
200MM Air
Valve1500 mm dia MS/PCCP Pipe
106each 158905.76 Rm 16844010.00
3800 MM Sluice
Valve1000 mm dia MS/PCCP Pipe 2 each 1098225.00 Rm 2196450.00
900 MM Sluice
Valve1200 mm dia MS/PCCP Pipe 3 each 1405150.00 Rm 4215450.00
1000 MM
Sluice Valve1500 mm dia MS/PCCP Pipe 2 each 1675621.00 Rm 3351242.00
TELANGANA DRINKING WATER PROJECT
Est. Cost in Lakhs
DETAILED SUB-ESTIMATE FOR GRAVITY MAIN OF SEGMENT-13 OF NIZAMABAD DISTRICT
Description of Item
Construction of pipelines for water supply with MS as per IS:2062-1992 Seemless Pipe with Polyruthen Coating
inside and outside Cement Motor (1:3) lining with required thickness as per design including with all its
amendments and revisions thereon including , mechanical joints and as per Technical specifications as per
requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation of
pipelines as per standard (1.8x2.8M) in all soils except rock requiring blasting and refilling trenches with
excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth
from site of work and filling pipeline with water and testing etc., complete. The rates are inclusive of cost &
conveyance of all materials, and labour charges, but excluding CED and taxes for finished pipeline work.
Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per
I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber
Fixing of Gate valves with DI Wafer Butterfly valves conforming to IS
13095-1991. With hand lever below 150 mm, with Worm gear for 200
mm and above along with construction of valve chamber
4500 MM Scour
Valve1000 mm dia MS/PCCP Pipe
6 each 730299.22 Rm4381795.00
700 MM Scour
Valve1200 mm dia MS/PCCP Pipe
8 each 2274982.00 Rm18199856.00
700 MM Scour
Valve1500 mm dia MS/PCCP Pipe
25 each 2274982.00 Rm56874550.00
5
3000 M3 443.92 M3
1331760.00
39294217
34,550
Asst. Executive Engineer Dy. Executive Engineer TDWSP Banswada TDWSP Sub division Yellareddy Banswada/ Yellareddy
Executive Engineer Superintending Engineer TDWSP Division Circle, TDWSP
Banswada Nirmal
Fixing of Scou valves usin DI Wafer Butterfly valves conforming to IS
13095-1991. With hand lever below 150 mm, with Worm gear for 200
mm and above along with construction of valve chambers
E/W Excavation in Hard Rock of size more than 3.0 cum in size which
requires blasting with initial lead and lift inluding cost and conveyance of
all materials and labour charges etc., complete for finished item of work
Total. Amount Rs
Provision for Anchor blocks, Thrust Blocks on Line at required places, Valves &
Specials @ 2 %
The components of the filtration plant are as per SSR 2015-16
Capacity: 145.00
Description Amount
Basic Rate Rs.2.5 per litre *145000000 362500000
Increase/Decrese for cement
Basic Rate*(RC-6300)*0.00007 -2537500
Increase/Decrese for Steel
Basic Rate*(Rs-40000)*0.00002 0
(With 10% Rural area allowence) 36250000
Sub Total 396212500
Add Contractor's Profit 53944332
450156832
Unforeseen items 45043168
Total � 4952,00,000
Asst executive Engineer Deputy Executive Enginer
Rws&sBanswada/ Yellareddy RWS&S Banswada/
Yellareddy
Executive Enginer Superintending Engineer
RWS&S Banswada RWS&S Circle Nirmal
TELANGANA DRINKING WATER SUPPLY PROJECT - SEGMENT 13
Construction of Rapid Gravity Filteration plant including civil, mechanical and
electrical trial running etc. complete-M30 Grade concrete).
RAPID SAND FILTER AT PEDDAREDDYPET
Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16
Construction of 10000 Lts capacity OHSR with 12.00 Mts staging
Est.Cost Rs 1000000
A) Basic cost 10000 X 60.35 : Rs 603500
B) (With 10% Rural area allowence) 0
C) Add for increse in price of cement
6200 6300 0.7 603500 : Rs -4225
( 100 X 100)
D) Add for increase/ Decrease in price of Steel
J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) of post ofsize 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR
Construction of 10000 Lts Capacity OHSR with 12 m staging with raft foundation
plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and 3 coats
of epoxy paint to inner surface of the reservoir including roof dome, lettering as per Dept Direction,
S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns supplied by the Dept.,
including the cost and conveyance of the all materials , Bends , Specials Etc complete including the
following.- M30 Grade Concreteb)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)
c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh
d)RCC Phinial with copper or Stainless stell flyproof mesh
e)RCC or Aluminium ladder inside of 0.60 mts width
CONSTRUCTION OF 10,000 Liters Capacity OHBR Stg:12 Mt at Boppaspally
f)RCC spiral stair case with handrailing upto 200kl
for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.
h)Lightening arrestor of approved pattern 1 No complete including conductor earthing
D) Add for increase/ Decrease in price of Steel
40000 40000 2.0 603500 : Rs 0
( 1000 X 100)
E) Add for staging above 10Mts by .10 paise per Lts. : Rs 0
F) Add or deduct for Wind Pressure
116.16 250 5 603500 : Rs -40386
( 100 X 100)
G) Cost of DI Specials : Rs 212175
H) Cost of D.I valves 2 Nos : Rs
17 Valve Chambers Inlet 100 mm dia 1 18694 18694.00
Valve Chambers Outlet 100 mm dia 1 18694 18694.00
Valve Chambers Scour 100 mm dia 1 18694 18694.00
I) Cost of valve chambers 2 Nos : Rs 0
Total 827146
J) Add Contractor's Profit 13.615% 104980
K) Provision for unforceen items : Rs 67874
Total cost � 10,00,000
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Superintending Engineer
TDWSP Circle
Nirmal
Executive Engineer
TDWSP Division
Banswada
Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16
Construction of 10000 Lts capacity OHSR with 12.00 Mts staging
Est.Cost Rs 1000000
A) Basic cost 10000 X 60.35 : Rs 603500
B) (With 10% Rural area allowence) 0
C) Add for increse in price of cement
6200 6300 0.7 603500 : Rs -4225
( 100 X 100)
D) Add for increase/ Decrease in price of Steel
f)RCC spiral stair case with handrailing upto 200kl
for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.
h)Lightening arrestor of approved pattern 1 No complete including conductor earthing
J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) ofpost of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR
Construction of 10000 Lts Capacity OHSR with 12 m staging with raft foundation
plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and
3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as per
Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and
drawigns supplied by the Dept., including the cost and conveyance of the all materials ,
Bends , Specials Etc complete including the following.- M30 Grade Concrete
CONSTRUCTION OF 10,000 Liters Capacity OHBR Stg:12 Mt at Suddulam
b)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)
c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh
d)RCC Phinial with copper or Stainless stell flyproof mesh
e)RCC or Aluminium ladder inside of 0.60 mts width
D) Add for increase/ Decrease in price of Steel
40000 40000 2.0 603500 : Rs 0
( 1000 X 100)
E) Add for staging above 10Mts by .10 paise per Lts. : Rs 0
F) Add or deduct for Wind Pressure
116.16 250 5 603500 : Rs -40386
( 100 X 100)
G) Cost of DI Specials : Rs 212175
H) Cost of D.I valves 2 Nos : Rs
17 Valve Chambers Inlet 100 mm dia 1 18694 18694.00
Valve Chambers Outlet 100 mm dia 1 18694 18694.00
Valve Chambers Scour 100 mm dia 1 18694 18694.00
I) Cost of valve chambers 2 Nos : Rs 0
Total 827146
J) Add Contractor's Profit 13.615% 104980
K) Provision for unforceen items : Rs 67874
Total cost � 10,00,000
Rate per lt � 93.21
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Superintending Engineer
TDWSP Circle
Nirmal
Executive Engineer
TDWSP Division
Banswada
Est.Cost Rs. 84.00 Lacks
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 101)
0-3 m Depth 1xπ/4 13.10 13.10 3.00 404.35 Cum 128.20 51838.00
2)
1xπ/4 14.40 14.40 0.30 48.83 Cum 4511.29 220301.00
3)
1xπ/4 14.00 14.00 1.20 184.63 Cum 8951.13 1652665.00
4)
Sub Estimate for Construction of 20 KL OHBR Shaft Type 20 Mtrs Staging at BIRKUR X RD
SUB-ESTIMATE
Earth work excavation in ordinary Gravelly soils except in hard rock whichrequires blasting with initial lead and lift including cost and conveyance ofall materials and labour charges etc., complete for finished item of work asper SS of APDSS for foundation
PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing
charges etc., complete for finished item of work as per SS of APDSS for
Raft Levelling Course
VRCC(M30) using 20mm HBG Metal including cost and conveyance of allmaterials and labour charges and strutting , centring and curing charges
etc., complete for finished item of work as per SS of APDSS for Raft Slab
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing
charges etc., complete for finished item of work as per SS of APDSS for
Raft ring beam excluding cost of steel
1xπ 2.70 0.35 1.20 3.56 Cum 10731.39 38204.00
5)
for Raft Ring Beam Portion 0.785 2.40 2.40 1.80 8.14 Cum
8.14 Cum 1560.60 12702.00
6)
0.785 11.8 11.8 1.8 109.30 Cum 183.15 20019.007)
Below G.L 1xπ 2.70 0.30 3.00 7.63 Cum 12647.91 96504.00
0 - 3 Mts
Shaft Side Wall 1xπ 2.70 0.30 3.00 7.63 Cum
Deduct Oppening 1x1 1.20 0.30 2.10 -0.76 Cum
6.87 Cum 17753.01 122034.00
Landing Slab 1x1 3.14 1.20 0.20 0.75 9046.48 6817.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8099.02 4373.00
Risers 1x20 1.20 0.15 0.075 0.27 8099.02 2187.00
3 - 6 Mts Shaft Side Wall 1xπ 2.70 0.30 3.00 7.63 17905.26 136617.00
Landing Slab 1x1 3.14 1.20 0.20 0.75 9198.73 6932.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8251.26 4456.00
Risers 1x20 1.20 0.15 0.075 0.27 8251.26 2228.00
6 - 9 Mts Shaft Side Wall 1xπ 2.70 0.30 3.00 7.63 18057.50 137779.00
Raft ring beam excluding cost of steel
Filling the foundation the with sand including cost and conveyance of allmaterials and labour charges etc., complete for relling of foundation
Filling the foundation the with excavated earth including cost andconveyance of all materials and labour charges etc., complete for relling offoundation
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and shuttering , centring and curingcharges etc., complete for finished item of work as per SS of APDSS
excluding cost of steel for Shaft Side Wall
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
Landing Slab 1x1 3.14 1.20 0.20 0.75 9350.97 7047.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8403.51 4538.00
Risers 1x20 1.20 0.15 0.075 0.27 8403.51 2269.00
9 - 12 Mts Shaft Side Wall 1xπ 2.70 0.30 3.00 7.63 22873.64 174526.00
Landing Slab 1x1 3.14 1.20 0.20 0.75 9503.21 7162.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8555.75 4620.00
Risers 1x20 1.20 0.15 0.075 0.27 8555.75 2310.00
12 - 15 Mts Shaft Side Wall 1xπ 2.70 0.20 3.00 5.09 23025.88 117202.00
Landing Slab 1x1 3.14 1.20 0.20 0.75 9655.46 7276.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8708.00 4702.00
Risers 1x20 1.20 0.15 0.075 0.27 8708.00 2351.00
15 - 18 Mts Shaft Side Wall 1xπ 2.70 0.20 3.00 5.09 24437.38 124386.00
Landing Slab 1x1 3.14 1.20 0.20 0.75 10006.59 7541.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8860.24 4785.00
Risers 1x20 1.20 0.15 0.075 0.27 8860.24 2392.00
18 - 20 Mts Shaft Side Wall 1xπ 2.70 0.20 3.00 5.09 25429.12 129434.0018 - 20 Mts Shaft Side Wall 1xπ 2.70 0.20 3.00 5.09 25429.12 129434.00
Landing Slab 1x1 2.00 2.00 0.20 0.80 10291.42 8233.00
Steps (Treads) 1x14 1.20 0.30 0.075 0.38 9012.48 3407.00
Risers 1x14 1.20 0.15 0.075 0.19 9012.48 1703.00
8)
(20.00 - 20.60 LVL) 1xπ 2.70 0.45 0.60 2.29 Cum 16891.12 38681.009)
Bottom Dome (@ 21.80 LVL) 2xπ 2.50 1.00 0.25 3.93 Cum
Deduct Oppening 1xπ/4 1.20 1.20 0.25 -0.28 Cum
3.65 Cum 26143.53 95356.00
10)
at 20.6 m LVL 1xπ 6.45 0.75 0.20 3.04 Cum 25429.12 77305.00
11)
at 21.35 LVL 1xπ 4.00 0.45 0.45 2.54 Cum 18803.06 47760.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Middle Ring Beam
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Bottom Ring Beam
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Bottom Slab(Dome)
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Conical portion
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 1012)
for Tank side wall @ 21.80 LVL 1xπ 4.00 0.20 3.00 7.54 Cum 26420.87 199213.00
Top Ring Beam @ 24.20 1xπ 4.00 0.30 0.45 1.70 Cum 21436.88 36443.00
Internal shaft @ 22.80 LVL 1xπ 1.20 0.20 3.00 2.26 Cum 26420.87 59711.00
13)
Top Dome @ 24.20 LVL 2xπ 2.500 1.00 0.20 3.14 Cum
Deduct Oppening 1xπ/4 1.20 1.20 0.20 -0.23 Cum
Deduct Manhole openning and Ventilator 1x2 0.60 0.60 0.10 -0.07
2.84 Cum 27165.23 77201.00
14)
Top slab out side 2xπ 2.500 1.20 18.84 M2
Side wall inside 1xπ 3.80 3.00 35.81 M2
Bottom slab 2xπ 2.500 1.00 15.70 M2
Internal shaft out side 1xπ 1.40 3.00 13.19 M2
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Side Wall
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Top Slab (Dome)
Impervous coat with Plastering with CM(1:3) prop. 12 mm thick includingcost and conveyance of all materials and labour charges etc., complete asper SS of APDSS for Finished item of work
Internal shaft out side 1xπ 1.40 3.00 13.19 M2
83.54 M2 1623.98 13566.00
15)
for side wall out 1xπ 4.20 3.00 39.58 M2
Ring girder O/s 1xπ 6.71 0.60 12.65 M2
Ring girder I/s 1xπ 5.91 0.60 11.14 M2
Shaft O/s 1xπ 4.9 34.71 534.32 M2
Shaft I/s 1xπ 4.5 34.71 4998.24 M2
Bottom slab 2xπ 2.500 1.00 15.71 M2
Steps of stair case 1x200 1.20 0.45 52.92 M2
5664.56 M2
852.38 482836.00
16)
5664.56 M21029.89 583387.00
17)
40.01 MT's 51392.61 2056218.00
18) Lightning arrester 1x1 1.00 No's 15000.00 15000.00
19) RCC ladder inside the tank 1x1 1.00 No's 15000.00 15000.00
20) Water level indicater 1x1 1.00 No's 5000.00 5000.00
21)Painting of name board 1x1 1.00 No's 1000.00 1000.00
22)
Hand railing on top slab 1x1 1.00 No's 10000.00 10000.00
23)Phenial & fly proof ventilator 1x1 1.00 No's 1500.00 1500.00
24)Manhole cover and frame (0.6x0.6) 1x2 2.00 No's 2000.00 4000.00
Cement Plastering with CM(1:3) prop. 12 mm thick including cost andconveyance of all materials and labour charges etc., complete for finisheditem of work as per IS Specifications etc., complete
Snowcem Paint with approved colour including cost and conveyance of allmaterials and labour charges etc., complete for finished item of work asper SS of APDSSCost, supply and delivery of Tor Steel including fabrication andconveyance and all labour charges etc., complete for finished item of workas per SS of APDSS
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 1025)
CI specials and Valves as per Data 627805.00
26)Provision for RCC Valve Chambers (I&O) 1x2 2.00 No's 30000.00 60000.00
27)Provision for RCC Valve Chambers (scour) 1x1 1.00 No's 10000.00 10000.00
28)MS ladder 1x2 2.00 No's 10000.00 20000.00
29)Cost, supply and delivery of MS SheetedDoor with Angled Frame including fabricationand conveyance and all labour charges etc.,complete for finished item of work as per SSof APDSS 1x1 1.00 No's 10000.00 10000.00
30)
Unforeseen items 721478.00
8400000.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP Banswada TDWSP Sub division TDWSP Division TDWSP CircleYellareddy Banswada/ Yellareddy Banswada Nirmal
Total
Shaft Structures 20.8.15(rev).xlsx
Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16
Construction of 50000 Lts capacity OHSR with 15.00 Mts staging
Est.Cost Rs 2400000
A) Basic cost 50000 X 31.76 : Rs 1587750
B) (With 10% Rural area allowence) 0
C) Add for increse in price of cement
6200 6300 0.7 1587750 : Rs -11114
( 100 X 100)
D) Add for increase/ Decrease in price of Steel
f)RCC spiral stair case with handrailing upto 200kl
for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.
h)Lightening arrestor of approved pattern 1 No complete including conductor earthing
J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) ofpost of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR
Construction of 50000 Lts Capacity OHSR with 15 m staging with raft foundation
plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and
3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as per
Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns
supplied by the Dept., including the cost and conveyance of the all materials , Bends , Specials
Etc complete including the following.- M30 Grade Concrete
CONSTRUCTION OF 50,000 Liters Capacity OHBR Stg:15 Mt at Mansuram T
b)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)
c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh
d)RCC Phinial with copper or Stainless stell flyproof mesh
e)RCC or Aluminium ladder inside of 0.60 mts width
40000 40000 2.0 1587750 : Rs 0
( 1000 X 100)
E) Add for staging above 10Mts by .10 paise per Lts. : Rs 15000
F) Add or deduct for Wind Pressure
116.16 250 5 1587750 : Rs -106252
( 100 X 100)
G) Cost of DI Specials : Rs 550025
H) Cost of D.I valves 2 Nos : Rs
17 Valve Chambers Inlet 250 mm dia 1 27715 27715.00
Valve Chambers Outlet 250 mm dia 1 27715 27715.00
Valve Chambers Scour 100 mm dia 1 18694 18694.00
I) Cost of valve chambers 2 Nos : Rs 0
Total 2109533
J) Add Contractor's Profit 13.615% 277121
K) Provision for unforceen items : Rs 13346
Total cost � 24,00,000
Rate per lt � 47.73
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Superintending Engineer
TDWSP Circle
Nirmal
Executive Engineer
TDWSP Division
Banswada
Est.Cost Rs. 102.00 Lacks
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 101)
0-3 m Depth 1xπ/4 14.80 14.80 3.00 516.10 Cum 128.20 66164.00
2)
1xπ/4 14.40 14.40 0.30 48.83 Cum 4511.29 220301.00
3)
1xπ/4 14.00 14.00 1.20 184.63 Cum 8951.13 1652665.00
4)
SUB-ESTIMATE
Sub Estimate for Construction of 60 KL OHBR Shaft Type 20 Mtrs Staging at BOMMANDEVPALLY
Earth work excavation in ordinary Gravelly soils except in hard rock whichrequires blasting with initial lead and lift including cost and conveyance ofall materials and labour charges etc., complete for finished item of work asper SS of APDSS for foundation
PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing
charges etc., complete for finished item of work as per SS of APDSS for
Raft Levelling Course
VRCC(M30) using 20mm HBG Metal including cost and conveyance of allmaterials and labour charges and strutting , centring and curing charges
etc., complete for finished item of work as per SS of APDSS for Raft Slab
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing
charges etc., complete for finished item of work as per SS of APDSS for
Raft ring beam excluding cost of steel
1xπ 4.40 0.35 1.20 5.81 Cum 10731.39 62349.00
5)
for Raft Ring Beam Portion 0.785 4.10 4.10 1.80 23.75 Cum
23.75 Cum 1560.60 37068.00
6)
0.785 10.1 10.1 1.8 340.57 Cum 183.15 62375.007)
Below G.L 1xπ 4.40 0.30 3.00 12.44 Cum 12647.91 157340.00
0 - 3 Mts
Shaft Side Wall 1xπ 4.40 0.30 3.00 12.44 Cum
Deduct Oppening 1x1 1.20 0.30 2.10 -0.76 Cum
11.68 Cum 17753.01 207426.00
Landing Slab 1x1 4.92 1.20 0.20 1.18 9046.48 10681.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8099.02 4373.00
Risers 1x20 1.20 0.15 0.075 0.27 8099.02 2187.00
3 - 6 Mts Shaft Side Wall 1xπ 4.40 0.30 3.00 12.44 17905.26 222741.00
Landing Slab 1x1 4.92 1.20 0.20 1.18 9198.73 10860.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8251.26 4456.00
Risers 1x20 1.20 0.15 0.075 0.27 8251.26 2228.00
6 - 9 Mts Shaft Side Wall 1xπ 4.40 0.30 3.00 12.44 18057.50 224635.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and shuttering , centring and curingcharges etc., complete for finished item of work as per SS of APDSS
excluding cost of steel for Shaft Side Wall
Raft ring beam excluding cost of steel
Filling the foundation the with sand including cost and conveyance of allmaterials and labour charges etc., complete for relling of foundation
Filling the foundation the with excavated earth including cost andconveyance of all materials and labour charges etc., complete for relling offoundation
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
Landing Slab 1x1 4.92 1.20 0.20 1.18 9350.97 11040.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8403.51 4538.00
Risers 1x20 1.20 0.15 0.075 0.27 8403.51 2269.00
9 - 12 Mts Shaft Side Wall 1xπ 4.40 0.30 3.00 12.44 22873.64 284548.00
Landing Slab 1x1 4.92 1.20 0.20 1.18 9503.21 11220.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8555.75 4620.00
Risers 1x20 1.20 0.15 0.075 0.27 8555.75 2310.00
12 - 15 Mts Shaft Side Wall 1xπ 4.40 0.20 3.00 8.29 23025.88 190885.00
Landing Slab 1x1 4.92 1.20 0.20 1.18 9655.46 11400.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8708.00 4702.00
Risers 1x20 1.20 0.15 0.075 0.27 8708.00 2351.00
15 - 18 Mts Shaft Side Wall 1xπ 4.40 0.20 3.00 8.29 24437.38 202586.00
Landing Slab 1x1 4.92 1.20 0.20 1.18 10006.59 11814.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8860.24 4785.00
Risers 1x20 1.20 0.15 0.075 0.27 8860.24 2392.00
18 - 20 Mts Shaft Side Wall 1xπ 4.40 0.20 3.00 8.29 25429.12 210807.0018 - 20 Mts Shaft Side Wall 1xπ 4.40 0.20 3.00 8.29 25429.12 210807.00
Landing Slab 1x1 2.00 2.00 0.20 0.80 10291.42 8233.00
Steps (Treads) 1x14 1.20 0.30 0.075 0.38 9012.48 3407.00
Risers 1x14 1.20 0.15 0.075 0.19 9012.48 1703.00
8)
(20.00 - 20.60 LVL) 1xπ 4.40 0.45 0.60 3.73 Cum 16891.12 63004.009)
Bottom Dome (@ 21.80 LVL) 2xπ 4.56 1.00 0.25 7.16 Cum
Deduct Oppening 1xπ/4 1.20 1.20 0.25 -0.28 Cum
6.88 Cum 26143.53 179800.00
10)
at 20.6 m LVL 1xπ 6.45 0.75 0.20 3.04 Cum 25429.12 77305.00
11)
at 21.35 LVL 1xπ 5.70 0.45 0.45 3.63 Cum 18803.06 68255.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Bottom Ring Beam
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Bottom Slab(Dome)
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Conical portion
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Middle Ring Beam
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 1012)
for Tank side wall @ 21.80 LVL 1xπ 5.70 0.20 2.80 10.03 Cum 26420.87 265001.00
Top Ring Beam @ 24.60 1xπ 5.70 0.30 0.45 2.42 Cum 21436.88 51877.00
Internal shaft @ 22.80 LVL 1xπ 1.20 0.20 3.00 2.26 Cum 26420.87 59711.00
13)
Top Dome @ 24.60 LVL 2xπ 4.561 1.00 0.20 5.73 Cum
Deduct Oppening 1xπ/4 1.20 1.20 0.20 -0.23 Cum
Deduct Manhole openning and Ventilator 1x2 0.60 0.60 0.10 -0.07
5.43 Cum 27165.23 147559.00
14)
Top slab out side 2xπ 4.561 1.20 34.37 M2
Side wall inside 1xπ 5.50 2.80 48.38 M2
Bottom slab 2xπ 4.561 1.00 28.64 M2
Internal shaft out side 1xπ 1.40 3.00 13.19 M2
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Side Wall
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Top Slab (Dome)
Impervous coat with Plastering with CM(1:3) prop. 12 mm thick includingcost and conveyance of all materials and labour charges etc., complete asper SS of APDSS for Finished item of work
Internal shaft out side 1xπ 1.40 3.00 13.19 M2
124.59 M2 1623.98 20233.00
15)
for side wall out 1xπ 5.90 2.80 51.90 M2
Ring girder O/s 1xπ 6.71 0.60 12.65 M2
Ring girder I/s 1xπ 5.91 0.60 11.14 M2
Shaft O/s 1xπ 4.9 34.71 534.32 M2
Shaft I/s 1xπ 4.5 34.71 4998.24 M2
Bottom slab 2xπ 4.561 1.00 28.66 M2
Steps of stair case 1x200 1.20 0.45 52.92 M2
5689.83 M2
852.38 484990.00
16)
5689.83 M21029.89 585990.00
17)
47.13 MT's 51392.61 2422134.00
18) Lightning arrester 1x1 1.00 No's 15000.00 15000.00
19) RCC ladder inside the tank 1x1 1.00 No's 15000.00 15000.00
20) Water level indicater 1x1 1.00 No's 5000.00 5000.00
21)Painting of name board 1x1 1.00 No's 1000.00 1000.00
22)
Hand railing on top slab 1x1 1.00 No's 10000.00 10000.00
23)Phenial & fly proof ventilator 1x1 1.00 No's 1500.00 1500.00
24)Manhole cover and frame (0.6x0.6) 1x2 2.00 No's 2000.00 4000.00
Cement Plastering with CM(1:3) prop. 12 mm thick including cost andconveyance of all materials and labour charges etc., complete for finisheditem of work as per IS Specifications etc., complete
Snowcem Paint with approved colour including cost and conveyance of allmaterials and labour charges etc., complete for finished item of work asper SS of APDSSCost, supply and delivery of Tor Steel including fabrication andconveyance and all labour charges etc., complete for finished item of workas per SS of APDSS
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 1025)
DI specials and Valves as per Data 798458.00
26)Provision for RCC Valve Chambers (I&O) 1x2 2.00 No's 30000.00 60000.00
27)Provision for RCC Valve Chambers (scour) 1x1 1.00 No's 10000.00 10000.00
28)MS ladder 1x2 2.00 No's 10000.00 20000.00
29)Cost, supply and delivery of MS SheetedDoor with Angled Frame including fabricationand conveyance and all labour charges etc.,complete for finished item of work as per SSof APDSS 1x1 1.00 No's 10000.00 10000.00
30)
Provision for unforseen items 900724.00
10200000.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP Banswada TDWSP Sub division TDWSP Division TDWSP CircleYellareddy Banswada/ Yellareddy Banswada Nirmal
Total
Shaft Structures 20.8.15(rev).xlsx
Est.Cost Rs. 141.00 Lacks
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 101)
0-3 m Depth 1xπ/4 14.80 14.80 3.00 516.10 Cum 128.20 66164.00
2)
1xπ/4 14.40 14.40 0.30 48.83 Cum 4511.29 220301.00
3)
1xπ/4 14.00 14.00 1.20 184.63 Cum 8951.13 1652665.00
4)
SUB-ESTIMATE
Sub Estimate for Construction of 100 KL OHBR Shaft Type 30 Mtrs Staging at AREDU
Earth work excavation in ordinary Gravelly soils except in hard rock whichrequires blasting with initial lead and lift including cost and conveyance ofall materials and labour charges etc., complete for finished item of work asper SS of APDSS for foundation
PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing
charges etc., complete for finished item of work as per SS of APDSS for
Raft Levelling Course
VRCC(M30) using 20mm HBG Metal including cost and conveyance of allmaterials and labour charges and strutting , centring and curing charges
etc., complete for finished item of work as per SS of APDSS for Raft Slab
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curing
charges etc., complete for finished item of work as per SS of APDSS for
Raft ring beam excluding cost of steel
1xπ 5.80 0.35 1.20 7.65 Cum 10731.39 82095.00
5)
for Raft Ring Beam Portion 0.785 5.50 5.50 1.80 42.74 Cum
42.74 Cum 1560.60 66705.00
6)
0.785 10.1 10.1 1.8 144.14 Cum 183.15 26399.007)
Below G.L 1xπ 5.80 0.30 3.00 16.40 Cum 12647.91 207426.00
0 - 3 Mts
Shaft Side Wall 1xπ 5.80 0.30 3.00 16.40 Cum
Deduct Oppening 1x1 1.20 0.30 2.10 -0.76 Cum
15.64 Cum 17753.01 277728.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 9046.48 13862.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8099.02 4373.00
Risers 1x20 1.20 0.15 0.075 0.27 8099.02 2187.00
3 - 6 Mts Shaft Side Wall 1xπ 5.80 0.30 3.00 16.40 17905.26 293646.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 9198.73 14095.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8251.26 4456.00
Risers 1x20 1.20 0.15 0.075 0.27 8251.26 2228.00
6 - 9 Mts Shaft Side Wall 1xπ 5.80 0.30 3.00 16.40 18057.50 296143.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and shuttering , centring and curingcharges etc., complete for finished item of work as per SS of APDSS
excluding cost of steel for Shaft Side Wall
Raft ring beam excluding cost of steel
Filling the foundation the with sand including cost and conveyance of allmaterials and labour charges etc., complete for relling of foundation
Filling the foundation the with excavated earth including cost andconveyance of all materials and labour charges etc., complete for relling offoundation
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
Landing Slab 1x1 6.38 1.20 0.20 1.53 9350.97 14329.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8403.51 4538.00
Risers 1x20 1.20 0.15 0.075 0.27 8403.51 2269.00
9 - 12 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 22873.64 250009.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 9503.21 14562.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8555.75 4620.00
Risers 1x20 1.20 0.15 0.075 0.27 8555.75 2310.00
12 - 15 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 23025.88 251673.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 9655.46 14795.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8708.00 4702.00
Risers 1x20 1.20 0.15 0.075 0.27 8708.00 2351.00
15 - 18 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 24437.38 267101.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 10006.59 15333.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 8860.24 4785.00
Risers 1x20 1.20 0.15 0.075 0.27 8860.24 2392.00
18 - 21 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 25429.12 277940.0018 - 21 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 25429.12 277940.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 10291.42 15770.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9012.48 4867.00
Risers 1x20 1.20 0.15 0.075 0.27 9012.48 2433.00
21 - 24 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 26420.87 288780.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 10576.25 16206.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9164.73 4949.00
Risers 1x20 1.20 0.15 0.075 0.27 9164.73 2474.00
24 - 27 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 27412.62 299620.00
Landing Slab 1x1 6.38 1.20 0.20 1.53 10861.08 16643.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9316.97 5031.00
Risers 1x20 1.20 0.15 0.075 0.27 9316.97 2516.00
27 - 30 Mts Shaft Side Wall 1xπ 5.80 0.20 3.00 10.93 27984.61 305872.00
Landing Slab 1x1 2.00 2.00 0.20 0.80 11079.62 8864.00
Steps (Treads) 1x20 1.20 0.30 0.075 0.54 9469.22 5113.00
Risers 1x20 1.20 0.15 0.075 0.27 9469.22 2557.00
8)
(30.00 - 30.60 LVL) 1xπ 5.80 0.45 0.60 4.92 Cum 18597.53 91500.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Bottom Ring Beam
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 109)
Bottom Dome (@ 31.80 LVL) 2xπ 6.80 1.00 0.25 10.68 Cum
Deduct Oppening 1xπ/4 1.20 1.20 0.25 -0.28 Cum
10.40 Cum 27975.50 290872.00
10)
at 30.6 m LVL 1xπ 6.45 0.75 0.20 3.04 Cum 28136.85 85536.00
11)
at 31.35 LVL 1xπ 7.10 0.45 0.45 4.52 Cum 20132.65 91000.00
12)
π
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Bottom Slab(Dome)
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Conical portion
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Middle Ring Beam
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Side Wall
for Tank side wall @ 31.80 LVL 1xπ 7.10 0.20 3.00 13.38 Cum 28136.85 376471.00
Top Ring Beam @ 34.20 LVL 1xπ 7.10 0.30 0.45 3.01 Cum 22274.22 67045.00
Internal shaft @ 31.80 LVL 1xπ 1.20 0.20 3.00 2.26 Cum 28136.85 63589.00
13)
Top Dome @ 34.20 LVL 2xπ 6.801 1.00 0.20 8.55 Cum
Deduct Oppening 1xπ/4 1.20 1.20 0.20 -0.23 Cum
Deduct Manhole openning and Ventilator 1x2 0.60 0.60 0.10 -0.07
8.25 Cum 28137.89 232192.00
14)
Top slab out side 2xπ 6.801 1.20 51.25 M2
Side wall inside 1xπ 6.90 3.00 65.03 M2
Bottom slab 2xπ 6.801 1.00 42.71 M2
Internal shaft out side 1xπ 1.40 3.00 13.19 M2
172.18 M2 1623.98 27962.00
15)
for side wall out 1xπ 7.30 3.00 68.80 M2
Ring girder O/s 1xπ 6.71 0.60 12.65 M2
Ring girder I/s 1xπ 5.91 0.60 11.14 M2
Shaft O/s 1xπ 4.9 34.71 534.32 M2
Shaft I/s 1xπ 4.5 34.71 4998.24 M2
VRCC(M30) prop using 20mm HBG Metal including cost and conveyanceof all materials and labour charges and strutting , centring and curingcharges etc., complete for finished item of work as per SS of APDSS,
excluding cost of steel for Top Slab (Dome)
Impervous coat with Plastering with CM(1:3) prop. 12 mm thick includingcost and conveyance of all materials and labour charges etc., complete asper SS of APDSS for Finished item of work
Cement Plastering with CM(1:3) prop. 12 mm thick including cost andconveyance of all materials and labour charges etc., complete for finisheditem of work as per IS Specifications etc., complete
Shaft Structures 20.8.15(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
Bottom slab 2xπ 6.801 1.00 42.73 M2
Steps of stair case 1x200 1.20 0.45 52.92 M2
5720.80 M2 852.38 487630.00
16)
5720.80 M21029.89 589179.00
17)
57.51 MT's 51392.61 2955589.00
18) Lightning arrester 1x1 1.00 No's 15000.00 15000.00
19) RCC ladder inside the tank 1x1 1.00 No's 15000.00 15000.00
20) Water level indicater 1x1 1.00 No's 5000.00 5000.00
21)Painting of name board 1x1 1.00 No's 1000.00 1000.00
22)
Hand railing on top slab 1x1 1.00 No's 10000.00 10000.00
23)Phenial & fly proof ventilator 1x1 1.00 No's 1500.00 1500.00
24)Manhole cover and frame (0.6x0.6) 1x2 2.00 No's 2000.00 4000.00
25)DI specials and Valves as per Data 2008288.00
26)Provision for RCC Valve Chambers (I&O) 1x2 2.00 No's 30000.00 60000.00
27)Provision for RCC Valve Chambers (scour) 1x1 1.00 No's 10000.00 10000.00
28)
Snowcem Paint with approved colour including cost and conveyance of allmaterials and labour charges etc., complete for finished item of work asper SS of APDSSCost, supply and delivery of Tor Steel including fabrication andconveyance and all labour charges etc., complete for finished item of workas per SS of APDSS
28)MS ladder 1x2 2.00 No's 10000.00 20000.00
29)Cost, supply and delivery of MS SheetedDoor with Angled Frame including fabricationand conveyance and all labour charges etc.,complete for finished item of work as per SSof APDSS 1x1 1.00 No's 10000.00 10000.00
30)
Unforeseen items 1235770.00
14100000.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP Banswada TDWSP Sub division TDWSP Division TDWSP CircleYellareddy Banswada/ Yellareddy Banswada Nirmal
Total
Shaft Structures 20.8.15(rev).xlsx
Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16
Construction of 130000 Lts capacity OHSR with 12.00 Mts staging
Est.Cost Rs 4600000
A) Basic cost 130000 X 24.35 : Rs 3164850
B) (With 10% Rural area allowence) 0
C) Add for increse in price of cement
6200 6300 0.7 3164850 : Rs -22154
( 100 X 100)
D) Add for increase/ Decrease in price of Steel
40000 40000 2.0 3164850 : Rs 0
( 1000 X 100)
f)RCC spiral stair case with handrailing upto 200kl
for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.
h)Lightening arrestor of approved pattern 1 No complete including conductor earthing
J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) ofpost of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR
Construction of 130000 Lts Capacity OHSR with 12 m staging with raft foundation
plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and 3
coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as per Dept
Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns
supplied by the Dept., including the cost and conveyance of the all materials , Bends , Specials
Etc complete including the following.- M30 Grade Concreteb)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)
c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh
d)RCC Phinial with copper or Stainless stell flyproof mesh
e)RCC or Aluminium ladder inside of 0.60 mts width
CONSTRUCTION OF 130,000 Liters Capacity OHBR Stg:12 Mt at Mirzapur
( 1000 X 100)
E) Add for staging above 10Mts by .10 paise per Lts. : Rs 0
F) Add or deduct for Wind Pressure
116.16 250 5 3164850 : Rs -211792
( 100 X 100)
G) Cost of DI Specials : Rs 1010169
H) Cost of D.I valves 2 Nos : Rs
17 Valve Chambers Inlet 400 mm dia 1 27715 27715.00
Valve Chambers Outlet 400 mm dia 1 27715 27715.00
Valve Chambers Scour 100 mm dia 1 18694 18694.00
I) Cost of valve chambers 2 Nos : Rs 0
Total 4015197
J) Add Contractor's Profit 13.615% 536577
K) Provision for unforceen items : Rs 48226
Total cost � 46,00,000
Rate per lt � 35.01
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Superintending Engineer
TDWSP Circle
Nirmal
Executive Engineer
TDWSP Division
Banswada
Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16
Construction of 180000 Lts capacity OHSR with 12.00 Mts staging
Est.Cost Rs 5450000
A) Basic cost 180000 X 22.77 : Rs 4098600
B) (With 10% Rural area allowence) 0
C) Add for increse in price of cement
6200 6300 0.7 4098600 : Rs -28690
( 100 X 100)
D) Add for increase/ Decrease in price of Steel
J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) of post ofsize 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR
Construction of 180000 Lts Capacity OHSR with 12 m staging with raft foundation
plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces, and 3 coats
of epoxy paint to inner surface of the reservoir including roof dome, lettering as per Dept Direction,
S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and drawigns supplied by the Dept.,
including the cost and conveyance of the all materials , Bends , Specials Etc complete including the
following.- M30 Grade Concreteb)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)
c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh
d)RCC Phinial with copper or Stainless stell flyproof mesh
e)RCC or Aluminium ladder inside of 0.60 mts width
CONSTRUCTION OF 180,000 Liters Capacity OHBR Stg:12 Mt at Sevlal T
f)RCC spiral stair case with handrailing upto 200kl
for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.
h)Lightening arrestor of approved pattern 1 No complete including conductor earthing
D) Add for increase/ Decrease in price of Steel
40000 40000 2.0 4098600 : Rs 0
( 1000 X 100)
E) Add for staging above 10Mts by .10 paise per Lts. : Rs 0
F) Add or deduct for Wind Pressure
116.16 250 5 4098600 : Rs -274278
( 100 X 100)
G) Cost of DI Specials : Rs 889116
H) Cost of D.I valves 2 Nos : Rs
17 Valve Chambers Inlet 400 mm dia 1 27715 27715.00
Valve Chambers Outlet 400 mm dia 1 27715 27715.00
Valve Chambers Scour 100 mm dia 1 18694 18694.00
Total 4758872
J) Add Contractor's Profit 13.615% 637828
K) Provision for unforceen items : Rs 53300
Total cost � 54,50,000
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Superintending Engineer
TDWSP Circle
Nirmal
Executive Engineer
TDWSP Division
Banswada
Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16
Construction of 180000 Lts capacity OHSR with 12 Mts staging
Est.Cost Rs 5600000
A) Basic cost 180000 X 22.77 : Rs 4098600
B) (With 10% Rural area allowence) 0
C) Add for increse in price of cement
6200 6300 0.7 4098600 : Rs -28690
( 100 X 100)
D) Add for increase/ Decrease in price of Steel
Construction of 180000 Lts Capacity OHSR with 12 m staging with raft foundation
plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces,
and 3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as
per Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and
drawigns supplied by the Dept., including the cost and conveyance of the all materials ,
Bends , Specials Etc complete including the following.- M30 Grade Concrete
b)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)
CONSTRUCTION OF 180,000 Liters Capacity OHBR Stg:12 Mt at Ch kodapgal
J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4)of post of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR
c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh
d)RCC Phinial with copper or Stainless stell flyproof mesh
e)RCC or Aluminium ladder inside of 0.60 mts width
f)RCC spiral stair case with handrailing upto 200kl
for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.
h)Lightening arrestor of approved pattern 1 No complete including conductor earthing
D) Add for increase/ Decrease in price of Steel
40000 40000 2.0 4098600 : Rs 0
( 1000 X 100)
E) Add for staging above 10Mts by .10 paise per Lts. : Rs 0
F) Add or deduct for Wind Pressure
116.16 250 5 4098600 : Rs -274278
( 100 X 100)
G) Cost of DI Specials : Rs 1010169
H) Cost of D.I valves 2 Nos : Rs
17 Valve Chambers Inlet 400 mm dia 1 27715 27715.00
Valve Chambers Outlet 400 mm dia 1 27715 27715.00
Valve Chambers Scour 100 mm dia 1 18694 18694.00
I) Cost of valve chambers 2 Nos : Rs 0
Total 4879925
J) Add Contractor's Profit 13.615% 654310
K) Provision for unforceen items : Rs 65765
Total cost � 56,00,000
Rate per lt � 30.75
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Superintending Engineer Executive Engineer Superintending Engineer
TDWSP Circle
Nirmal
TDWSP Division
Banswada
Wind Velocity 158.4 KMPH Velocity 44 Pressure 116.16
Construction of 700000 Lts capacity OHSR with 12.00 Mts staging
Est.Cost Rs 12900000
A) Basic cost 700000 X 15.45 : Rs 10816400
B) (With 10% Rural area allowence) 0
C) Add for increse in price of cement
6200 6300 0.7 10816400 : Rs -75715
( 100 X 100)
CONSTRUCTION OF 700000 Liters Capacity OHBR Stg:12 Mt at Akbar Nagar T
Construction of 700000 Lts Capacity OHSR with 12 m staging with raft foundation
plastering with CM(1:3) 2 coats of Weather proof emulsion painting for external surfaces,
and 3 coats of epoxy paint to inner surface of the reservoir including roof dome, lettering as
per Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Execution as per Design and
drawigns supplied by the Dept., including the cost and conveyance of the all materials ,
Bends , Specials Etc complete including the following.- M30 Grade Concrete
b)D.I man hole covers with frame of size 0.60 X 0.60 mts -2 Nos (light duty)
c) DI Swan Neck ventilators shall be provided in Top dome/slab with flyproof mesh
d)RCC Phinial with copper or Stainless stell flyproof mesh
e)RCC or Aluminium ladder inside of 0.60 mts width
f)RCC spiral stair case with handrailing upto 200kl
for above 200kl capacity Doglegged staircase with flight width of 1mt and landing of 1.2mts and SS Handrailing upto 1mt g)Waterlevel indicator of good quality with ebonite/copper float approved pattern - 1 No.
h)Lightening arrestor of approved pattern 1 No complete including conductor earthing
J) Railling with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4)of post of size 100x75x75mm with 1.5m m itervals around the pheriphary on top of OHSR
D) Add for increase/ Decrease in price of Steel
40000 40000 2.0 10816400 : Rs 0
( 1000 X 100)
E) Add for staging above 10Mts by .10 paise per Lts. : Rs 0
F) Add or deduct for Wind Pressure
116.16 250 5 10816400 : Rs -723833
( 100 X 100)
G) Cost of DI Specials : Rs 1010169
H) Cost of D.I valves 2 Nos : Rs
17 Valve Chambers Inlet 1000 mm dia 1 168790 168790.00
Valve Chambers Outlet 1000 mm dia 1 168790 168790.00
Valve Chambers Scour 100 mm dia 1 18694 18694.00
I) Cost of valve chambers 2 Nos : Rs 0
Total 11383295
J) Add Contractor's Profit 13.615% 1501329
K) Provision for unforceen items : Rs 15376
Total cost � 129,00,000
Asst. Executive Engineer Dy. Executive Engineer
TDWSP Banswada / TDWSP Sub division
Yellareddy Banswada/ Yellareddy
Superintending Engineer
TDWSP Circle
Nirmal
Executive Engineer
TDWSP Division
Banswada
Est.Cost Rs. 463.00 Lakhs
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 101)
0-3 m Depth 1.00 xπ/4
23.55 23.55 3.55 1546.32 Cum 128.20 198238.00
For Stair Case 1 x 2 5.30 6.56 3.00 208.61 Cum 128.20 26744.00
3)
1 x π 16.075 6.275 0.20 63.39 Cum 5031.04 318903.00
For Stair Case 1 x 2 4.10 5.36 0.10 4.40 Cum 5031.04 22112.00
4)
For Raft Slab 1 x π 16.075 5.975 0.60 181.07 Cum 9413.13 1704435.00
For Stair Case 1 x 2 3.90 5.36 0.10 4.18 Cum 9413.13 39354.00
5)
Outer Ring Beam 1 x π 19.50 0.50 0.40 12.25 Cum 11193.33 137118.00
Inner Ring Beam 1 x π 12.00 0.50 0.40 7.54 Cum 11193.33 84398.00
8)
Sub Estimate for Construction of 1350KL(30M Staging) at Tadmanoor of Andhol Mandal
SUB-ESTIMATE
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
Earth work excavation in ordinary Gravelly soils except in hard rock which requires blasting with
initial lead and lift including cost and conveyance of all materials and labour charges etc.,
complete for finished item of work as per SS of APDSS for foundation
PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS for Raft Levelling Course
VRCC(M30) using 20mm HBG Metal including cost and conveyance of all materials and labour
charges and strutting , centring and curing charges etc., complete for finished item of work as per
SS of APDSS for Raft Slab
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS for Raft ring beam excluding cost of steel
Below G.L 0-3 M 2 x 20 0.50 0.50 1.30 13.00 Cum 18876.25 245391.00
For Stair Case 2 x 20 0.30 0.30 2.70 9.72 Cum 25535.60 248206.00
9
For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 11193.33 102871.00
For Inner Tie Beam 1 x 20 1.89 0.30 0.50 5.66 11193.33 63305.00
Radial Brace Beam 1 x 20 3.98 0.30 0.50 11.93 11193.33 133480.00
7)
1481.87 Cum 973.10 1442010.00
0 - 3 Mts
For Column 2 x 20 0.50 0.50 3.00 30.00 Cum18876.25
566288.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.0825535.60
27578.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9508.42 3803.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8561.02 2889.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23946.99 13578.00
Beam 1 x 1 3.16 0.300 0.300 0.28 23946.99 6811.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Column
Filling the foundation with excavated earth including cost and conveyance of all materials and
labour charges etc., complete for relling of foundation
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Column
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Tie Beams
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Radial Brace Beam
1350KL Tadmanoor19082015(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
3 - 6 Mts
For Column 2 x 20 0.50 0.50 2.50 25.00 19028.49 475712.00
For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 23700.23 217813.00
For Inner Tie Beam 1 x 20 1.89 0.30 0.50 5.66 23700.23 134039.00
Radial Brace beam 1 x 20 3.98 0.30 0.50 11.93 23700.23 282625.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.08 25687.84 27743.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10309.00 4124.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8713.26 2941.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24099.23 13664.00
Beam 1 x 1 3.16 0.300 0.300 0.28 24099.23 6854.00
6 - 9 Mts
For Column 2 x 20 0.50 0.50 3.00 30.00 19180.74 575422.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.08 25840.09 27907.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10461.24 4184.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8865.51 2992.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24251.48 13751.00
Beam 1 x 1 3.16 0.300 0.300 0.28 24251.48 6897.00
9 - 12 Mts
For Column 2 x 20 0.50 0.50 2.50 25.00 19332.98 483325.00
1 x 20For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 24004.71 220612.00
For Inner Tie Beam 1 x 20 1.89 0.30 0.50 5.66 24004.71 135761.00
Radial Brace beam 1 x 20 3.98 0.30 0.50 11.93 24004.71 286256.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.08 25992.33 28072.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10613.48 4245.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9017.75 3043.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24403.72 13837.00
Beam 1 x 1 3.16 0.300 0.300 0.28 24403.72 6940.00
12 - 15 Mts
For Column 2 x 20 0.50 0.50 2.50 25.00 19485.23 487131.00
For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 24156.96 222011.00
For Inner Tie Beam 1 x 20 1.89 0.30 0.50 5.66 24156.96 136622.00
Radial Brace beam 1 x 20 3.98 0.30 0.50 11.93 24156.96 288072.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 26144.58 28236.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10765.73 4306.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9170.00 3095.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24555.97 13923.00
Beam 1 x 1 3.16 0.300 0.300 0.28 24555.97 6984.00
15 - 18 Mts
For Column 2 x 20 0.50 0.50 3.00 30.00 20536.48 616094.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 27795.18 30019.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11116.86 4447.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9322.24 3146.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 26206.57 14859.00
Beam 1 x 1 3.16 0.300 0.300 0.28 26206.57 7453.00
1350KL Tadmanoor19082015(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
18 - 21 Mts
For Column 2 x 20 0.50 0.50 2.50 25.00 21288.07 532202.00
For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 26459.25 243170.00
For Inner Tie Beam 1 x 20 1.89 0.30 0.50 5.66 26459.25 149643.00
Radial Brace beam 1 x 20 3.98 0.30 0.50 11.93 26459.25 315527.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 28946.32 31262.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11401.69 4561.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9474.48 3198.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 27357.71 15512.00
Beam 1 x 1 3.16 0.300 0.300 0.28 27357.71 7781.00
21 - 24 Mts
For Column 2 x 20 0.50 0.50 3.00 30.00 22039.66 661190.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 30097.47 32505.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11686.52 4675.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9626.73 3249.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 28508.86 16165.00
Beam 1 x 1 3.16 0.300 0.300 0.28 28508.86 8108.00
24 - 27 Mts
For Column 2 x 20 0.50 0.50 2.50 25.00 22791.24 569781.00
1 x 20For Outer Tie Beam 1 x 20 3.06 0.30 0.50 9.19 28361.99 260657.00
For Inner Tie Beam 1 x 20 1.89 0.30 0.50 5.66 28361.99 160404.00
Radial Brace beam 1 x 20 3.98 0.30 0.50 11.93 28361.99 338217.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 31248.62 33749.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11971.35 4789.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9778.97 3300.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 29660.01 16817.00
Beam 1 x 1 3.16 0.300 0.300 0.28 29660.01 8435.00
27- 30 Mts
For Column 2 x 20 0.50 0.50 2.25 22.50 23243.16 522971.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 31900.31 34452.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 12189.89 4876.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9931.22 3352.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 30311.70 17187.00
Beam 1 x 1 3.16 0.300 0.300 0.28 30311.70 8621.00
Outer Bottom Ring Beam 1 x π 19.50 0.50 0.75 22.98 16205.76 372342.00
Inner Bottom Ring Beam 1 x π 12.00 0.50 0.75 14.14 16205.76 229133.00
Bottom Flat Slab 1 x π 16.08 3.975 0.325 65.24 16135.58 1052685.00
30- 33 Mts
For Column 1 x 20 0.30 0.30 3.00 5.40 26690.68 144130.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel For Bottom Ring Beam @ 29.25Mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel Bottom Flat Slab @ 30.00mts
1350KL Tadmanoor19082015(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
Bottom Dome 2 x π 12.04 1.75 0.275 72.79 21814.06 1587845.00
Side Walls 1 x π 19.50 0.30 3.00 55.13 22535.79 1242398.00
33- 36 Mts
For Column 1 x 20 0.30 0.30 2.00 3.60 27342.37 98433.00
Side Walls 1 x π 19.50 0.30 2.20 40.43 28751.10 1162407.00
Top Dome2 x π
9.81 2.25 0.10 27.72 35213.06 976106.00
Top Flat Slab 1 x π 16.08 3.975 0.12 24.09 28336.17 682618.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Bottom Dome @30.00mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Side Wall @30 to 33Mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Top Flat Slab @ 35 Mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Top Slab(Dome) @35 Mts
Top Ring Beam 1 x π 12.00 0.30 0.30 3.39 26735.11 90632.00
12
Top Dome out side 2 x π 16.075 2.25 454.51 M2
Top Flat Slab 1 x π 16.08 3.975 200.74 M2
Side Wall In side 1 x π 19.50 5.08 311.21
Bottom Dome out side 2 x π 12.240 1.75 269.17 M2
Bottom Flat Slab 1 x π 16.08 3.975 200.74 M2
1436.37 M2 1739.78 249897.00
13
for side wall out 1 xπ
19.50 5.20 318.56 M2
Ring Beam O/s 1 xπ
19.50 0.75 45.95 M2
Ring Beam I/s 1 xπ
12.00 0.75 28.27 M2
392.78 M2 869.75 34162.00
14
392.78 M21029.89 40452.00
15
152.62 MTN 51392.61 7843645.00
Lightning arrester 1 x 1 1.00 No's 7000.00 7000.00
RCC ladder inside the tank 1 x 1 1.00 No's 2000.00 2000.00
Water level indicater 1 x 1 1.00 No's 2500.00 2500.00
16Painting of name board 1 x 1 1.00 No's 3000.00 3000.00
17Hand railing on top slab 1 x 1 1.00 No's 5000.00 5000.00
19Phenial & fly proof ventilator 1 x 1 1.00 No's 3000.00 3000.00
20Manhole cover and frame (0.6x0.6) 1 x 2 2.00 No's 600.00 1200.00
21CI specials and Valves as per Data 11911690.00
23Provision for RCC Valve Chambers (I&O) 1 x 2 2.00 No's 30000.00 60000.00
24Provision for RCC Valve Chambers (scour) 1 x 1 1.00 No's 10000.00 10000.00
25MS ladder 1 x 2 2.00 No's 10000.00 20000.00
Impervous coat with Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of
all materials and labour charges etc., complete as per SS of APDSS for Finished item of work
Cement Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete for finished item of work as per IS Specifications
etc., complete
Snowcem Paint with approved colour including cost and conveyance of all materials and labour
charges etc., complete for finished item of work as per SS of APDSS
Cost, supply and delivery of Tor Steel including fabrication and conveyance and all labour
charges etc., complete for finished item of work as per SS of APDSS
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel For Top Ring Beam
1350KL Tadmanoor19082015(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 1026 Door with Angled Frame including fabrication
and conveyance and all labour charges etc.,
complete for finished item of work as per SS
of APDSS 1 x 1 1.00 No's 10000.00 10000.00
27 Unforeseen items such as fixing of verticals
and Hard Rock Anchoring for Foundation
etc., if any 4208700.00
46300000.00
Assistant Executive Engineer Dy Executive Engineer Executive Engineer Superingtending Engineer
TDWSP Banswada/yellareddy TDWSP Banswada TDWSP Div Banswada TDWSP Circle Nirmal
Total
1350KL Tadmanoor19082015(rev).xlsx
Est.Cost Rs. 471.00 Lakhs
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 101)
0-3 m Depth 1.00 xπ/4
24.65 24.65 3.55 1694.15 Cum 128.20 217190.00
For Stair Case 1 x 2 5.30 6.56 3.00 208.61 Cum 128.20 26744.00
3)
1 x π 17.175 6.275 0.20 67.72 Cum 4511.29 305525.00
For Stair Case 1 x 2 4.10 5.36 0.10 4.40 Cum 4511.29 19828.00
4)
For Raft Slab 1 x π 17.175 5.975 0.60 193.46 Cum 8951.13 1731689.00
For Stair Case 1 x 2 3.90 5.36 0.10 4.18 Cum 8951.13 37423.00
5)
Outer Ring Beam 1 x π 20.60 0.50 0.40 12.94 Cum 10731.39 138864.00
Inner Ring Beam 1 x π 13.10 0.50 0.40 8.23 Cum 10731.39 88319.00
8)
Below G.L 0-3 M 2 x 21 0.50 0.50 1.30 13.65 Cum 18414.25 251355.00
Sub Estimate for Construction of 1500 at Santhosh nagar of Banswada Mandal
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Column
Earth work excavation in ordinary Gravelly soils except in hard rock which requires blasting with
initial lead and lift including cost and conveyance of all materials and labour charges etc., complete
for finished item of work as per SS of APDSS for foundation
PCC(1:4:8) prop using 40mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS for Raft Levelling Course
VRCC(M30) using 20mm HBG Metal including cost and conveyance of all materials and labour
charges and strutting , centring and curing charges etc., complete for finished item of work as per
SS of APDSS for Raft Slab
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS for Raft ring beam excluding cost of steel
Below G.L 0-3 M 2 x 21 0.50 0.50 1.30 13.65 Cum 18414.25 251355.00
For Stair Case 2 x 21 0.30 0.30 2.70 10.21 Cum 25073.60 255901.00
9
For Outer Tie Beam 1 x 21 3.08 0.30 0.50 9.71 10731.39 104189.00
For Inner Tie Beam 1 x 21 1.96 0.30 0.50 6.17 10731.39 66256.00
Radial Brace Beam 1 x 21 3.98 0.30 0.50 12.52 10731.39 134370.00
7)
1632.21 Cum 1560.60 2547228.00
0 - 3 Mts
For Column 2 x 21 0.50 0.50 3.00 31.50 Cum18414.25
580049.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.0825073.60
27079.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9046.48 3619.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8099.02 2733.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23485.05 13316.00
Beam 1 x 1 3.16 0.300 0.300 0.28 23485.05 6679.00
3 - 6 Mts
For Column 2 x 21 0.50 0.50 2.50 26.25 18566.49 487370.00
For Outer Tie Beam 1 x 21 3.08 0.30 0.50 9.71 23238.29 225615.00
For Inner Tie Beam 1 x 21 1.96 0.30 0.50 6.17 23238.29 143474.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Column
Filling the foundation with excavated earth including cost and conveyance of all materials and
labour charges etc., complete for relling of foundation
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Tie Beams
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and shuttering , centring and curing charges etc., complete for finished item of
work as per SS of APDSS excluding cost of steel for Radial Brace Beam
Radial Brace beam 1 x 21 3.98 0.30 0.50 12.52 23238.29 290972.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.08 25225.84 27244.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9847.06 3939.00
1500KL Santhoshnagar19082015(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8251.26 2785.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23637.29 13402.00
Beam 1 x 1 3.16 0.300 0.300 0.28 23637.29 6722.00
6 - 9 Mts
For Column 2 x 21 0.50 0.50 3.00 31.50 18718.74 589640.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.08 25378.09 27408.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 9999.30 4000.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8403.51 2836.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23789.54 13489.00
Beam 1 x 1 3.16 0.300 0.300 0.28 23789.54 6766.00
9 - 12 Mts
For Column 2 x 21 0.50 0.50 2.50 26.25 18870.98 495363.00
For Outer Tie Beam 1 x 21 3.08 0.30 0.50 9.71 23542.77 228572.00
For Inner Tie Beam 1 x 21 1.96 0.30 0.50 6.17 23542.77 145354.00
Radial Brace beam 1 x 21 3.98 0.30 0.50 12.52 23542.77 294785.00
For Staircase
Columns 1 x 4 0.30 0.30 3.00 1.08 25530.33 27573.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10151.54 4061.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8555.75 2888.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 23941.78 13575.00
Beam 1 x 1 3.16 0.300 0.300 0.28 23941.78 6809.00
12 - 15 Mts
For Column 2 x 21 0.50 0.50 2.50 26.25 19023.23 499360.00
For Outer Tie Beam 1 x 21 3.08 0.30 0.50 9.71 23695.02 230050.00
For Inner Tie Beam 1 x 21 1.96 0.30 0.50 6.17 23695.02 146294.00
Radial Brace beam 1 x 21 3.98 0.30 0.50 12.52 23695.02 296691.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 25682.58 27737.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10303.79 4122.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8708.00 2939.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 24094.03 13661.00
Beam 1 x 1 3.16 0.300 0.300 0.28 24094.03 6852.00
15 - 18 Mts
For Column 2 x 21 0.50 0.50 3.00 31.50 20074.48 632346.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 27333.18 29520.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10654.92 4262.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 8860.24 2990.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 25744.63 14597.00
Beam 1 x 1 3.16 0.300 0.300 0.28 25744.63 7322.00
18 - 21 Mts
For Column 2 x 21 0.50 0.50 2.50 26.25 20826.07 546684.00
For Outer Tie Beam 1 x 21 3.08 0.30 0.50 9.71 25997.31 252402.00
For Inner Tie Beam 1 x 21 1.96 0.30 0.50 6.17 25997.31 160508.00
Radial Brace beam 1 x 21 3.98 0.30 0.50 12.52 25997.31 325519.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 28484.32 30763.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 10939.75 4376.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9012.48 3042.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 26895.77 15250.00
Beam 1 x 1 3.16 0.300 0.300 0.28 26895.77 7649.00
1500KL Santhoshnagar19082015(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
21 - 24 Mts
For Column 2 x 21 0.50 0.50 3.00 31.50 21577.66 679696.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 29635.47 32006.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11224.58 4490.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9164.73 3093.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 28046.92 15903.00
Beam 1 x 1 3.16 0.300 0.300 0.28 28046.92 7977.00
24 - 27 Mts
For Column 2 x 21 0.50 0.50 2.50 26.25 22329.24 586143.00
For Outer Tie Beam 1 x 21 3.08 0.30 0.50 9.71 27900.05 270875.00
For Inner Tie Beam 1 x 21 1.96 0.30 0.50 6.17 27900.05 172256.00
Radial Brace beam 1 x 21 3.98 0.30 0.50 12.52 27900.05 349344.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 30786.62 33250.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11509.41 4604.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9316.97 3144.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 29198.07 16555.00
Beam 1 x 1 3.16 0.300 0.300 0.28 29198.07 8304.00
27- 30 Mts
For Column 2 x 21 0.50 0.50 2.25 23.63 22781.16 538205.00
For Stair Case
Columns 1 x 4 0.30 0.30 3.00 1.08 31438.31 33953.00
Landing Slab 1 x 2 1.00 1.00 0.20 0.40 11727.95 4691.00
Steps (1/2) x 20 1.00 0.225 0.150 0.34 9469.22 3196.00
Beam at Landing 1 x 3 2.10 0.300 0.300 0.57 29849.76 16925.00
Beam 1 x 1 3.16 0.300 0.300 0.28 29849.76 8489.00
Outer Bottom Ring Beam 1 x π 20.60 0.50 0.75 24.27 15743.82 382133.00
Inner Bottom Ring Beam 1 x π 13.10 0.50 0.75 15.44 15743.82 243007.00
Bottom Flat Slab 1 x π 17.18 3.975 0.325 69.71 15673.64 1092609.00
30- 33 Mts
For Column 1 x 21 0.30 0.30 3.00 5.67 26228.68 148717.00
Bottom Dome 2 x π 14.09 1.75 0.275 85.19 21352.12 1818987.00
Side Walls 1 x π 20.60 0.30 3.00 58.25 22073.79 1285798.00
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Bottom Dome @30.00mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Side Wall @30 to 33Mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel For Bottom Ring Beam @ 29.25Mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel Bottom Flat Slab @ 30.00mts
33- 36 Mts
For Column 1 x 21 0.30 0.30 2.00 3.60 26880.37 96769.00
Side Walls 1 x π 20.60 0.30 2.20 42.71 28289.10 1208227.00
1500KL Santhoshnagar19082015(rev).xlsx
S.No Description No's L B D Quantity Rate Per Amount
1 2 3 4 5 6 7 8 9 10
Top Dome2 x π
11.40 2.25 0.10 32.23 34751.12 1120029.00
Top Flat Slab 1 x π 17.18 3.975 0.12 25.74 27874.23 717483.00
Top Ring Beam 1 x π 13.10 0.30 0.30 3.70 26273.17 97211.00
12
Top Dome out side 2 x π 17.175 2.25 485.61 M2
Top Flat Slab 1 x π 17.18 3.975 214.48 M2
Side Wall In side 1 x π 20.60 5.08 328.76
Bottom Dome out side 2 x π 12.240 1.75 269.17 M2
Bottom Flat Slab 1 x π 17.18 3.975 214.48 M2
1512.50 M2 1623.98 245627.00
13
for side wall out 1 xπ
20.60 5.20 336.53 M2
Impervous coat with Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of
all materials and labour charges etc., complete as per SS of APDSS for Finished item of work
Cement Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all materials
and labour charges etc., complete for finished item of work as per IS Specifications etc., complete
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Top Flat Slab @ 35 Mts
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel For Top Ring Beam
VRCC(M30) prop using 20mm HBG Metal including cost and conveyance of all materials and
labour charges and strutting , centring and curing charges etc., complete for finished item of work
as per SS of APDSS, excluding cost of steel for Top Slab(Dome) @35 Mts
for side wall out 1 xπ
20.60 5.20 336.53 M2
Ring Beam O/s 1 xπ
20.60 0.75 48.54 M2
Ring Beam I/s 1 xπ
13.10 0.75 30.87 M2
415.94 M2852.38 35454.00
14
415.94 M21029.89 42837.00
15
163.07 MTN 51392.61 8380818.00
Lightning arrester 1 x 1 1.00 No's 7000.00 7000.00
RCC ladder inside the tank 1 x 1 1.00 No's 2000.00 2000.00
Water level indicater 1 x 1 1.00 No's 2500.00 2500.00
16Painting of name board 1 x 1 1.00 No's 3000.00 3000.00
17
Hand railing on top slab 1 x 1 1.00 No's 5000.00 5000.00
19Phenial & fly proof ventilator 1 x 1 1.00 No's 3000.00 3000.00
20Manhole cover and frame (0.6x0.6) 1 x 2 2.00 No's 600.00 1200.00
21DI specials and Valves as per Sub estimate 10159931.00
23Provision for RCC Valve Chambers (I&O) 1 x 2 2.00 No's 30000.00 60000.00
24Provision for RCC Valve Chambers (scour) 1 x 1 1.00 No's 10000.00 10000.00
25MS ladder 1 x 2 2.00 No's 10000.00 20000.00
26 Door with Angled Frame including fabrication
and conveyance and all labour charges etc.,
complete for finished item of work as per SS
of APDSS 1 x 1 1.00 No's 10000.00 10000.00
27 Unforeseen items such as fixing of verticals
and Hard Rock Anchoring for Foundation
etc., if any 4219630.00
47100000.00
Assistant Executive Engineer Dy Executive Engineer Executive Engineer Superingtending Engineer
Total
Snowcem Paint with approved colour including cost and conveyance of all materials and labour
charges etc., complete for finished item of work as per SS of APDSS
Cost, supply and delivery of Tor Steel including fabrication and conveyance and all labour charges
etc., complete for finished item of work as per SS of APDSS
Assistant Executive Engineer Dy Executive Engineer Executive Engineer Superingtending Engineer
TDWSP Banswada/Yellareddy TDWSP Banswada TDWSP Div Banswada TDWSP Circle Nirmal
1500KL Santhoshnagar19082015(rev).xlsx
Telangana Drinking Water Supply Project
Est.Cost Rs
S.No Description Quantity Rate Amount
1
1xp/4 4.80 4.80 1.15 20.82 128.20 267
2
1xp/4 4.80 4.80 0.30 5.43 4251.40 23089
3
1xp/4 4.80 4.80 0.25 4.53 8720.10 39465
Haunch 1xp 3.50 0.30 0.30 0.99 8720.10 8633
4
1 p 4.00 0.30 0.30 1.13 10498.00 11878
Name of the Sub work: Construction of 20KL GLBR at Yellaram
Earth work excavation in all type of soils
with intial lead and lift etc complete
CC(1:4:8)using 40 mm HBG metal icluding
Cost and conveyance of the all materials etc
complete.
M30 Grade concrete using 20 mm HBG metal
including cost and conveyance of all the
materials,but excluding the cost of the steel
etc complete for bottom raft
M30 grade concrete using 20 mm HBG metal
including cost and conveyance of all the
materials,but excluding the cost of the steel
etc complete for Top Ring Beams
M30 grade concrete using 20 mm HBG metal
5
p 4.00 2.20 0.20 5.53 11361.20 62844
6
1xp/4 4.80 4.80 0.15 2.71 16639.60 4517
7
B-Slab 1xp/4 3.80 3.80 11.35
Slab 1xp/4 4.80 4.80 18.10
Inside walls p 3.80 2.50 29.86
59.31 2184.00 12952
8
p 4.20 2.50 33.00 4794.40 15822
9
Side wall p 4.20 2.50 33.00
Top Slab 1xp/4 4.80 4.80 18.10
51.10 1029.90 5262
Cement plastering with CM(1:3),12mm
thick including cost and conveyance of all the
materials ect complete.
Snowcem painting including cost and
conveyance of all the materials ect complete.
M30 grade concrete using 20 mm HBG metal
including cost and conveyance of all the
materials,but excluding the cost of the steel
etc complete for Side walls
M30 grade concrete using 20 mm HBG metal
including cost and conveyance of all the
materials,but excluding the cost of the steel
etc complete for Top Slab with- 0.15 m
Thckness
Accoproof plastering with CM(1:3),12mm
thick including cost and conveyance of all the
materials ect complete.
51.10 1029.90 5262
S.No Description Quantity Rate Amount
11
2.23 51392.60 114808
13 80mm dia DI Scour Valve including chamber 41211
14 DI Pipe for Overflow 1 LS 11140
13 Man hole covers 1 3000 3000
14 1 2000 2000
16 Unforceen items 43111
Total � 4,00,000
Supply and placing of the HYSD bars,
fabrication including cost and conveyance of
all the materials etc complete.
Central Phenials
Capacity of Tank required : 30.00
Size of sump well: :
Internal Dia of the sump : 3.50
: 35.60
Side wall height with 0.250 m thick 4.20 m 4.30
Side wall height above GL 0.60 m
Side wall height below GL 3.60 m
Top ring beam( Bredth, Web ) 0.30 0.30
Top Dome thickness 0.125 m
Top Dome Projection 0.000 m
Bottom slab projection 0.15 m
Thickness of bottom slab 0.40 m
Size of bottom slab:
Outer Dia : 4.30 m
Size of Top Dome: Suction pit size
Outer Dia : 4.00 m L 2.5
Thickness of CC bed 0.30 m B 1
Radius of the Dome 2.92 m D 0.5
Rise of the dome 0.58 m
Thickness of the dome 0.13 m
Dead storage 0.30 m
Free board 0.20 m
Abstract cum detailed estimate for Construction of 30 KL Sump at Raithu Nagar Est Cost in Rs Lakhs: 8.00
L B D
1
a For sump Fdn. Up to 3m Depth 1xπ/4 4.30 4.30 3.00 43.57 Cum 128.20 1 Cum 5,586
b 3-6 m depth
Sump Portion 1xπ/4 4.00 4.00 1.30 16.34
Suction pit 1 3.00 1.50 0.80 3.60
19.94 Cum 164.83 1 Cum 593
2
1xπ/4 4.30 4.30 0.30 4.36 Cum 4511.29 1 Cum 19,669
3
a) Floor slab 1xπ/4 4.300 4.300 0.400 5.81 Cum 8951.13 1 Cum 52,006
b) Side wall 250 mm Thick 1xπ 3.750 0.250 4.200 12.37
Suction Pit Walls 1 4.000 0.250 1.000 1.00
13.37 Cum 13492.45 1 Cum 1,80,394
c) Haunch portion 1xπ 3.350 0.150 0.075 0.12 Cum 8951.13 1 Cum 1,074
d) Top ring beam 1xπ 3.800 0.300 0.300 1.07 Cum 12372.82 1 Cum 13,239
e) Dome 2xπ 2.917 0.583 0.125 1.34 Cum 31104.83 1 Cum 41,680
Abstract cum detailed estimate for Construction of 30 KL Sump at Raithu Nagar
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and disposal upto a
lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material as per Technical Specification 305 MORD / 304
MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
foundation levelling course
RCC M30 Grade including cost and conveyence of all materials and labour
charges but excluding cost of steel and its fabrication charges etc., complete as
per standard specifications for
L B D
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
4
Bottom of the sump 1xπ/4 3.500 3.500 - 9.62
Side walls inside 1xπ 3.500 - 4.200 46.18
Top dome ceiling 2xπ 2.917 0.583 - 10.69
66.49 Sqm 1542.40 10 Sqm 10,255
5
Side walls Outside 1xπ 4.000 - 0.600 7.54
Over dome 2xπ 2.917 0.583 - 10.69
Total 18.23 Sqm 852.38 10 Sqm 1,554
6
Side wall Outside above GL 1xπ 4.000 - 0.600 7.54
Over top dome 2xπ 2.917 0.583 - 10.69
Total 18.23 Sqm 1029.89 10 Sqm 1,877
7 10,000
8 5.26 MT
51392.61
1 MT 2,70,428
9 1 Job 1500.0 1 Job 1,500
10 1 Job 300.0 1 Job 300
11 1 No 4000.0 1 Each 4,000
12 1 Job 75000.0 1 Job 75,000
13 1 No 2130.0 1 each 2,130
14 Vertical connections 69,129
15 L.S.39586
Total Rs. � 8,00,000
In Rs lakhs 8.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
Provision for RCC central phenial as per standard specifications
Providing mesh to phenials including all charges
Provision for RCC inside ladder as per the standard specifications
Provision for CI Specials
Supply and fixing of CI light type man hole cover with frame of size
0.6 x 0.6m as per standard specification
Provision for unforeseen items such as refilling the foundation with
excavated earth and rock cutting, etc.
Snowcem painting with 2 coats over a primary coat including cost and
conveyance of all materials and labour charges etc., complete as per standard
specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of
all materials and labour charges etc., complete
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not
welded
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof
powder including cost and conveyance of all materials and labour charges etc.,
complete as per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
sump well
Capacity of Tank required : 30.00
Size of sump well: :
Internal Dia of the sump : 3.50
: 35.60
Side wall height with 0.250 m thick 4.20 m 4.30
Side wall height above GL 0.60 m
Side wall height below GL 3.60 m
Top ring beam( Bredth, Web ) 0.30 0.30
Top Dome thickness 0.125 m
Top Dome Projection 0.000 m
Bottom slab projection 0.15 m
Thickness of bottom slab 0.40 m
Size of bottom slab:
Outer Dia : 4.30 m
Size of Top Dome: Suction pit size
Outer Dia : 4.00 m L 2.5
Thickness of CC bed 0.30 m B 1
Radius of the Dome 2.92 m D 0.5
Rise of the dome 0.58 m
Thickness of the dome 0.13 m
Dead storage 0.30 m
Free board 0.20 m
Abstract cum detailed estimate for Construction of 30 KL Sump at Tadgur Small X rd Est Cost in Rs Lakhs: 8.00
L B D
1
a For sump Fdn. Up to 3m Depth 1xπ/4 4.30 4.30 3.00 43.57 Cum 128.20 1 Cum 5,586
b 3-6 m depth
Sump Portion 1xπ/4 4.00 4.00 1.30 16.34
Suction pit 1 3.00 1.50 0.80 3.60
19.94 Cum 164.83 1 Cum 593
2
1xπ/4 4.30 4.30 0.30 4.36 Cum 4511.29 1 Cum 19,669
3
a) Floor slab 1xπ/4 4.300 4.300 0.400 5.81 Cum 8951.13 1 Cum 52,006
b) Side wall 250 mm Thick 1xπ 3.750 0.250 4.200 12.37
Suction Pit Walls 1 4.000 0.250 1.000 1.00
13.37 Cum 13492.45 1 Cum 1,80,394
c) Haunch portion 1xπ 3.350 0.150 0.075 0.12 Cum 8951.13 1 Cum 1,074
d) Top ring beam 1xπ 3.800 0.300 0.300 1.07 Cum 12372.82 1 Cum 13,239
e) Dome 2xπ 2.917 0.583 0.125 1.34 Cum 31104.83 1 Cum 41,680
Abstract cum detailed estimate for Construction of 30 KL Sump at Tadgur Small X rd
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and disposal upto a
lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material as per Technical Specification 305 MORD / 304
MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
foundation levelling course
RCC M30 Grade including cost and conveyence of all materials and labour
charges but excluding cost of steel and its fabrication charges etc., complete as
per standard specifications for
L B D
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
4
Bottom of the sump 1xπ/4 3.500 3.500 - 9.62
Side walls inside 1xπ 3.500 - 4.200 46.18
Top dome ceiling 2xπ 2.917 0.583 - 10.69
66.49 Sqm 1542.40 10 Sqm 10,255
5
Side walls Outside 1xπ 4.000 - 0.600 7.54
Over dome 2xπ 2.917 0.583 - 10.69
Total 18.23 Sqm 852.38 10 Sqm 1,554
6
Side wall Outside above GL 1xπ 4.000 - 0.600 7.54
Over top dome 2xπ 2.917 0.583 - 10.69
Total 18.23 Sqm 1029.89 10 Sqm 1,877
7 Ls 10,000
8 5.26 MT
51392.61
1 MT 2,70,428
9 1 Job 1500.0 1 Job 1,500
10 1 Job 300.0 1 Job 300
11 1 No 4000.0 1 Each 4,000
12 1 Job 75000.0 1 Job 75,000
13 1 No 2130.0 1 each 2,130
14 Vertical connections 69,129
15 L.S.39586
Total Rs. � 8,00,000
In Rs lakhs 8.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
Provision for RCC central phenial as per standard specifications
Providing mesh to phenials including all charges
Provision for RCC inside ladder as per the standard specifications
Provision for CI Specials
Supply and fixing of CI light type man hole cover with frame of size
0.6 x 0.6m as per standard specification
Provision for unforeseen items such as refilling the foundation with
excavated earth and rock cutting, etc.
Snowcem painting with 2 coats over a primary coat including cost and
conveyance of all materials and labour charges etc., complete as per standard
specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of
all materials and labour charges etc., complete
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not
welded
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof
powder including cost and conveyance of all materials and labour charges etc.,
complete as per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
sump well
Capacity of Tank required : 40.00
Size of sump well: :
Internal Dia of the sump : 4.20
: 51.26
Side wall height with 0.250 m thick 4.20 m 4.30
Side wall height above GL 0.60 m
Side wall height below GL 3.60 m
Top ring beam( Bredth, Web ) 0.30 0.30
Top Dome thickness 0.125 m
Top Dome Projection 0.000 m
Bottom slab projection 0.15 m
Thickness of bottom slab 0.40 m
Size of bottom slab:
Outer Dia : 5.00 m
Size of Top Dome: Suction pit size
Outer Dia : 4.70 m L 3
Thickness of CC bed 0.30 m B 1
Radius of the Dome 3.50 m D 0.5
Rise of the dome 0.70 m
Thickness of the dome 0.13 m
Dead storage 0.30 m
Free board 0.20 m
Abstract cum detailed estimate for Construction of 40 KL Sump at Bayanpally Est Cost in Rs Lakhs: 9.50
L B D
1
a For sump Fdn. Up to 3m Depth 1xπ/4 5.00 5.00 3.00 58.90 Cum 128.20 1 Cum 7,551
b 3-6 m depth
Sump Portion 1xπ/4 4.70 4.70 1.30 22.55
Suction pit 1 3.50 1.50 0.80 4.20
26.75 Cum 164.83 1 Cum 692
2
1xπ/4 5.00 5.00 0.30 5.89 Cum 4511.29 1 Cum 26,571
3
a) Floor slab 1xπ/4 5.000 5.000 0.400 7.85 Cum 8951.13 1 Cum 70,266
b) Side wall 250 mm Thick 1xπ 4.450 0.250 4.200 14.68
Suction Pit Walls 1 4.500 0.250 1.000 1.13
15.81 Cum 13492.45 1 Cum 2,13,316
c) Haunch portion 1xπ 4.050 0.150 0.075 0.14 Cum 8951.13 1 Cum 1,253
d) Top ring beam 1xπ 4.500 0.300 0.300 1.27 Cum 12372.82 1 Cum 15,713
e) Dome 2xπ 3.500 0.700 0.125 1.92 Cum 31104.83 1 Cum 59,721
Abstract cum detailed estimate for Construction of 40 KL Sump at Bayanpally
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and disposal upto a
lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material as per Technical Specification 305 MORD / 304
MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
foundation levelling course
RCC M30 Grade including cost and conveyence of all materials and labour
charges but excluding cost of steel and its fabrication charges etc., complete as
per standard specifications for
L B D
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
4
Bottom of the sump 1xπ/4 4.200 4.200 - 13.85
Side walls inside 1xπ 4.200 - 4.200 55.42
Top dome ceiling 2xπ 3.500 0.700 - 15.39
84.66 Sqm 1542.40 10 Sqm 13,058
5
Side walls Outside 1xπ 4.700 - 0.600 8.86
Over dome 2xπ 3.500 0.700 - 15.39
Total 24.25 Sqm 852.38 10 Sqm 2,067
6
Side wall Outside above GL 1xπ 4.700 - 0.600 8.86
Over top dome 2xπ 3.500 0.700 - 15.39
Total 24.25 Sqm 1029.89 10 Sqm 2,497
7 10,000
8 6.42 MT
51392.61
1 MT 3,29,941
9 1 Job 1500.0 1 Job 1,500
10 1 Job 300.0 1 Job 300
11 1 No 4000.0 1 Each 4,000
12 Provision for CI Specials 1 Job 75000.0 1 Job 75,000
13 1 No 2130.0 1 each 2,130
14 Vertical connections 83,558
15 L.S.30866
Total Rs. � 9,50,000
In Rs lakhs 9.50
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
Provision for RCC central phenial as per standard specifications
Providing mesh to phenials including all charges
Provision for RCC inside ladder as per the standard specifications
Supply and fixing of CI light type man hole cover with frame of size
0.6 x 0.6m as per standard specification
Provision for unforeseen items such as refilling the foundation with
excavated earth and rock cutting, etc.
Snowcem painting with 2 coats over a primary coat including cost and
conveyance of all materials and labour charges etc., complete as per standard
specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of
all materials and labour charges etc., complete
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not
welded
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof
powder including cost and conveyance of all materials and labour charges etc.,
complete as per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
sump well
Capacity of Tank required : 90.00
Size of sump well: :
Internal Dia of the sump : 5.60
: 91.13
Side wall height with 0.250 m thick 4.20 m 4.30
Side wall height above GL 0.60 m
Side wall height below GL 3.60 m
Top ring beam( Bredth, Web ) 0.30 0.30
Top Dome thickness 0.125 m
Top Dome Projection 0.000 m
Bottom slab projection 0.15 m
Thickness of bottom slab 0.40 m
Size of bottom slab:
Outer Dia : 6.40 m
Size of Top Dome: Suction pit size
Outer Dia : 6.10 m L 3.5
Thickness of CC bed 0.30 m B 1.2
Radius of the Dome 4.67 m D 1
Rise of the dome 0.93 m
Thickness of the dome 0.13 m
Dead storage 0.30 m
Free board 0.20 m
Abstract cum detailed estimate for Construction of 90 KL Sump at Suddulum Est Cost in Rs Lakhs: 13.00
L B D
Abstract cum detailed estimate for Construction of 90 KL Sump at Suddulum
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
1
a For sump Fdn. Up to 3m Depth 1xπ/4 6.40 6.40 3.00 96.51 Cum 128.20 1 Cum 12,373
b 3-6 m depth
Sump Portion 1xπ/4 6.10 6.10 1.30 37.99
Suction pit 1 4.00 1.70 1.30 8.84
46.83 Cum 164.83 1 Cum 1,457
2
1xπ/4 6.40 6.40 0.30 9.65 Cum 4511.29 1 Cum 43,534
3
a) Floor slab 1xπ/4 6.400 6.400 0.400 12.87 Cum 8951.13 1 Cum 1,15,201
b) Side wall 250 mm Thick 1xπ 5.850 0.250 4.200 19.30
Suction Pit Walls 1 5.200 0.250 1.000 1.30
20.60 Cum 13492.45 1 Cum 2,77,944
c) Haunch portion 1xπ 5.450 0.150 0.075 0.19 Cum 8951.13 1 Cum 1,701
d) Top ring beam 1xπ 5.900 0.300 0.300 1.67 Cum 12372.82 1 Cum 20,663
e) Dome 2xπ 4.667 0.933 0.125 3.42 Cum 31104.83 1 Cum 1,06,379
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of
sides and bottom and backfilling in trenches with excavated suitable material as per
Technical Specification 305 MORD / 304 MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all materials
and labour charges etc., complete as per standard specifications for foundation
levelling course
RCC M30 Grade including cost and conveyence of all materials and labour charges
but excluding cost of steel and its fabrication charges etc., complete as per standard
specifications for
4
Bottom of the sump 1xπ/4 5.600 5.600 - 24.63
Side walls inside 1xπ 5.600 - 4.200 73.89
Top dome ceiling 2xπ 4.667 0.933 - 27.37
125.89 Sqm 1542.40 10 Sqm 19,417
5
Side walls Outside 1xπ 6.100 - 0.600 11.50
Over dome 2xπ 4.667 0.933 - 27.37
Total 38.87 Sqm 852.38 10 Sqm 3,313
6
Side wall Outside above GL 1xπ 6.100 - 0.600 11.50
Over top dome 2xπ 4.667 0.933 - 27.37
Total 38.87 Sqm 1029.89 10 Sqm 4,003
7 10,000
8 8.90 MT
51392.61
1 MT 4,57,523
Snowcem painting with 2 coats over a primary coat including cost and conveyance
of all materials and labour charges etc., complete as per standard specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of all
materials and labour charges etc., complete
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not welded
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof powder
including cost and conveyance of all materials and labour charges etc., complete as
per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for sump
well
9Provision for RCC central phenial as per
standard specifications1 Job 1500.0 1 Job 1,500
10Providing mesh to phenials including
all charges1 Job 300.0 1 Job 300
11Provision for RCC inside ladder as per
the standard specifications1 No 4000.0 1 Each 4,000
12 Provision for CI Specials 1 Job 75000.0 1 Job 75,000
13
Supply and fixing of CI light type man
hole cover with frame of size 0.6 x
0.6m as per standard specification
1 No 2130.0 1 each 2,130
14 Vertical connections 1,15,644
15
Provision for unforeseen items such as
refilling the foundation with excavated
earth and rock cutting, etc.
L.S.
27918
Total Rs. � 13,00,000
In Rs lakhs 13.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
36 mm dia including over laps and wastage, where they are not welded
Abstract cum detailed estimate for Construction of 100 KL Sump at Musthapur Est Cost in Rs Lakhs: 15.00
L B D
1
a For sump Fdn. Up to 3m Depth 1xπ/4 7.00 7.00 3.00 115.45 Cum 128.20 1 Cum 14,801
b 3-6 m depth
Sump Portion 1xπ/4 6.70 6.70 1.30 45.83
Suction pit 1 5.50 1.70 0.80 7.48
53.31 Cum 164.83 1 Cum 1,233
2
1xπ/4 7.00 7.00 0.30 11.55 Cum 4511.29 1 Cum 52,105
3
a) Floor slab 1xπ/4 7.000 7.000 0.400 15.39 Cum 8951.13 1 Cum 1,37,758
b) Side wall 250 mm Thick 1xπ 6.450 0.250 4.200 21.28
Suction Pit Walls 1 6.700 0.250 1.000 1.68
22.96 Cum 13492.45 1 Cum 3,09,787
c) Haunch portion 1xπ 6.050 0.150 0.075 0.21 Cum 8951.13 1 Cum 1,880
d) Top ring beam 1xπ 6.500 0.300 0.300 1.84 Cum 12372.82 1 Cum 22,766
e) Dome 2xπ 5.167 1.033 0.125 4.19 Cum 31104.83 1 Cum 1,30,329
4
Bottom of the sump 1xπ/4 6.200 6.200 - 30.19
Side walls inside 1xπ 6.200 - 4.200 81.81
Top dome ceiling 2xπ 5.167 1.033 - 33.55
145.55 Sqm 1542.40 10 Sqm 22,450
5
Side walls Outside 1xπ 6.700 - 0.600 12.63
Over dome 2xπ 5.167 1.033 - 33.55
Total 46.18 Sqm 852.38 10 Sqm 3,936
6
Side wall Outside above GL 1xπ 6.700 - 0.600 12.63
Over top dome 2xπ 5.167 1.033 - 33.55
Total 46.18 Sqm 1029.89 10 Sqm 4,756
7 10,000
Snowcem painting with 2 coats over a primary coat including cost and
conveyance of all materials and labour charges etc., complete as per standard
specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of
all materials and labour charges etc., complete
Amount (Rs)
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and disposal upto a
lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material as per Technical Specification 305 MORD / 304
MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
foundation levelling course
RCC M30 Grade including cost and conveyence of all materials and labour
charges but excluding cost of steel and its fabrication charges etc., complete as
per standard specifications for
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof
powder including cost and conveyance of all materials and labour charges etc.,
complete as per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
sump well
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
8 10.13 MT
51392.61
1 MT 5,20,736
9Provision for RCC central phenial as
per standard specifications1 Job 1500.0 1 Job 1,500
10Providing mesh to phenials including
all charges1 Job 300.0 1 Job 300
11Provision for RCC inside ladder as per
the standard specifications1 No 4000.0 1 Each 4,000
12 Provision for CI Specials 1 Job 75000.0 1 Job 75,000
13
Supply and fixing of CI light type man
hole cover with frame of size 0.6 x
0.6m as per standard specification
1 No 2130.0 1 each 2,130
14 Vertical connections 1,31,547
15
Provision for unforeseen items such
as refilling the foundation with
excavated earth and rock cutting, etc.
L.S.
52986
Total Rs. � 15,00,000
In Rs lakhs 15.00
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not
welded
Abstract cum detailed estimate for Construction of 150 KL Sump at Jalalpur Est Cost in Rs Lakhs: 18.60
L B D
1
a For sump Fdn. Up to 3m Depth 1xπ/4 8.30 8.30 3.00 162.32 Cum 128.20 1 Cum 20,809
b 3-6 m depth
Sump Portion 1xπ/4 8.00 8.00 1.30 65.35
Suction pit 1 5.50 1.70 1.30 12.16
77.51 Cum 164.83 1 Cum 2,004
2
1xπ/4 8.30 8.30 0.30 16.23 Cum 4511.29 1 Cum 73,218
3
a) Floor slab 1xπ/4 8.300 8.300 0.400 21.64 Cum 8951.13 1 Cum 1,93,702
b) Side wall 250 mm Thick 1xπ 7.750 0.250 4.200 25.56
Suction Pit Walls 1 6.700 0.250 1.000 1.68
27.24 Cum 13492.45 1 Cum 3,67,534
c) Haunch portion 1xπ 7.350 0.150 0.075 0.26 Cum 8951.13 1 Cum 2,327
d) Top ring beam 1xπ 7.800 0.300 0.300 2.21 Cum 12372.82 1 Cum 27,344
e) Dome 2xπ 6.250 1.250 0.125 6.14 Cum 31104.83 1 Cum 1,90,984
4
Bottom of the sump 1xπ/4 7.500 7.500 - 44.18
Side walls inside 1xπ 7.500 - 4.200 98.96
Top dome ceiling 2xπ 6.250 1.250 - 49.09
192.23 Sqm 1542.40 10 Sqm 29,650
5
Side walls Outside 1xπ 8.000 - 0.600 15.08
Over dome 2xπ 6.250 1.250 - 49.09
Total 64.17 Sqm 852.38 10 Sqm 5,470
6
Side wall Outside above GL 1xπ 8.000 - 0.600 15.08
Over top dome 2xπ 6.250 1.250 - 49.09
Total 64.17 Sqm 1029.89 10 Sqm 6,609
7 10,000
Snowcem painting with 2 coats over a primary coat including cost and
conveyance of all materials and labour charges etc., complete as per standard
specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of
all materials and labour charges etc., complete
Amount (Rs)
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and disposal upto a
lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material as per Technical Specification 305 MORD / 304
MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
foundation levelling course
RCC M30 Grade including cost and conveyence of all materials and labour
charges but excluding cost of steel and its fabrication charges etc., complete as
per standard specifications for
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof
powder including cost and conveyance of all materials and labour charges etc.,
complete as per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
sump well
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
8 12.71 MT
51392.61
1 MT 6,53,174
9Provision for RCC central phenial as
per standard specifications1 Job 1500.0 1 Job 1,500
10Providing mesh to phenials including
all charges1 Job 300.0 1 Job 300
11Provision for RCC inside ladder as per
the standard specifications1 No 4000.0 1 Each 4,000
12 Provision for CI Specials 1 Job 75000.0 1 Job 75,000
13
Supply and fixing of CI light type man
hole cover with frame of size 0.6 x
0.6m as per standard specification
1 No 2130.0 1 each 2,130
14 Vertical connections 1,66,576
15
Provision for unforeseen items such
as refilling the foundation with
excavated earth and rock cutting, etc.
L.S.
27669
Total Rs. � 18,60,000
In Rs lakhs 18.60
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not
welded
Abstract cum detailed estimate for Construction of 150 KL Sump at Karpole Est Cost in Rs Lakhs: 18.50
L B D
1
a For sump Fdn. Up to 3m Depth 1xπ/4 8.30 8.30 3.00 162.32 Cum 128.20 1 Cum 20,809
b 3-6 m depth
Sump Portion 1xπ/4 8.00 8.00 1.30 65.35
Suction pit 1 5.50 1.70 1.30 12.16
77.51 Cum 164.83 1 Cum 2,004
2
1xπ/4 8.30 8.30 0.30 16.23 Cum 4511.29 1 Cum 73,218
3
a) Floor slab 1xπ/4 8.300 8.300 0.400 21.64 Cum 8951.13 1 Cum 1,93,702
b) Side wall 250 mm Thick 1xπ 7.750 0.250 4.200 25.56
Suction Pit Walls 1 6.700 0.250 1.000 1.68
27.24 Cum 13492.45 1 Cum 3,67,534
c) Haunch portion 1xπ 7.350 0.150 0.075 0.26 Cum 8951.13 1 Cum 2,327
d) Top ring beam 1xπ 7.800 0.300 0.300 2.21 Cum 12372.82 1 Cum 27,344
e) Dome 2xπ 6.250 1.250 0.125 6.14 Cum 31104.83 1 Cum 1,90,984
4
Bottom of the sump 1xπ/4 7.500 7.500 - 44.18
Side walls inside 1xπ 7.500 - 4.200 98.96
Top dome ceiling 2xπ 6.250 1.250 - 49.09
192.23 Sqm 1542.40 10 Sqm 29,650
5
Side walls Outside 1xπ 8.000 - 0.600 15.08
Over dome 2xπ 6.250 1.250 - 49.09
Total 64.17 Sqm 852.38 10 Sqm 5,470
6
Side wall Outside above GL 1xπ 8.000 - 0.600 15.08
Over top dome 2xπ 6.250 1.250 - 49.09
Total 64.17 Sqm 1029.89 10 Sqm 6,609
7 10,000
Snowcem painting with 2 coats over a primary coat including cost and
conveyance of all materials and labour charges etc., complete as per standard
specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of
all materials and labour charges etc., complete
Amount (Rs)
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and disposal upto a
lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material as per Technical Specification 305 MORD / 304
MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
foundation levelling course
RCC M30 Grade including cost and conveyence of all materials and labour
charges but excluding cost of steel and its fabrication charges etc., complete as
per standard specifications for
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof
powder including cost and conveyance of all materials and labour charges etc.,
complete as per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
sump well
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
L B DAmount (Rs)
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
8 12.71 MT 51392.60 1 MT 6,53,174
9Provision for RCC central phenial as
per standard specifications1 Job 1500.0 1 Job 1,500
10Providing mesh to phenials including
all charges1 Job 300.0 1 Job 300
11Provision for RCC inside ladder as per
the standard specifications1 No 4000.0 1 Each 4,000
12 Provision for CI Specials 1 Job 75000.0 1 Job 75,000
13
Supply and fixing of CI light type man
hole cover with frame of size 0.6 x
0.6m as per standard specification
1 No 2130.0 1 each 2,130
14 Vertical connections 1,66,576
15
Provision for unforeseen items such
as refilling the foundation with
excavated earth and rock cutting, etc.
L.S.
17669
Total Rs. � 18,50,000
In Rs lakhs 18.50
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not
welded
Capacity of Tank required : 170.00
Size of sump well: :
Internal Dia of the sump : 7.70
: 172.30
Side wall height with 0.250 m thick 4.20 m 4.30
Side wall height above GL 0.60 m
Side wall height below GL 3.60 m
Top ring beam( Bredth, Web ) 0.30 0.30
Top Dome thickness 0.125 m
Top Dome Projection 0.000 m
Bottom slab projection 0.15 m
Thickness of bottom slab 0.40 m
Size of bottom slab:
Outer Dia : 8.50 m
Size of Top Dome: Suction pit size
Outer Dia : 8.20 m L 6
Thickness of CC bed 0.30 m B 1.5
Radius of the Dome 6.42 m D 1
Rise of the dome 1.28 m
Thickness of the dome 0.13 m
Dead storage 0.30 m
Free board 0.20 m
Abstract cum detailed estimate for Construction of 170 KL Sump at Gulla small Est Cost in Rs Lakhs: 20.00
L B D
1
a For sump Fdn. Up to 3m Depth 1xπ/4 8.50 8.50 3.00 170.24 Cum 128.20 1 Cum 21,825
b 3-6 m depth
Sump Portion 1xπ/4 8.20 8.20 1.30 68.65
Suction pit 1 6.50 2.00 1.30 16.90
85.55 Cum 164.83 1 Cum 2,786
2
1xπ/4 8.50 8.50 0.30 17.02 Cum 4511.29 1 Cum 76,782
3
a) Floor slab 1xπ/4 8.500 8.500 0.400 22.70 Cum 8951.13 1 Cum 2,03,191
b) Side wall 250 mm Thick 1xπ 7.950 0.250 4.200 26.22
Suction Pit Walls 1 8.000 0.250 1.000 2.00
28.22 Cum 13492.45 1 Cum 3,80,757
c) Haunch portion 1xπ 7.550 0.150 0.075 0.27 Cum 8951.13 1 Cum 2,417
d) Top ring beam 1xπ 8.000 0.300 0.300 2.26 Cum 12372.82 1 Cum 27,963
e) Dome 2xπ 6.417 1.283 0.125 6.47 Cum 31104.83 1 Cum 2,01,248
Amount (Rs)
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and disposal upto a lead
of 50 m, dressing of sides and bottom and backfilling in trenches with excavated
suitable material as per Technical Specification 305 MORD / 304 MORTH
PCC (1:4:8) using 40 mm HBG metal including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for
foundation levelling course
RCC M30 Grade including cost and conveyence of all materials and labour
charges but excluding cost of steel and its fabrication charges etc., complete as per
standard specifications for
Abstract cum detailed estimate for Construction of 170 KL Sump at Gulla small
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
L B DAmount (Rs)
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
4
Bottom of the sump 1xπ/4 7.700 7.700 - 46.57
Side walls inside 1xπ 7.700 - 4.200 101.60
Top dome ceiling 2xπ 6.417 1.283 - 51.74
199.91 Sqm 1542.40 10 Sqm 30,834
5
Side walls Outside 1xπ 8.200 - 0.600 15.46
Over dome 2xπ 6.417 1.283 - 51.74
Total 67.20 Sqm 852.38 10 Sqm 5,728
6
Side wall Outside above GL 1xπ 8.200 - 0.600 15.46
Over top dome 2xπ 6.417 1.283 - 51.74
Total 67.20 Sqm 1029.89 10 Sqm 6,921
7 10,000
8 13.22 MT
51392.61
1 MT 6,79,462
9 1 Job 1500.0 1 Job 1,500
10 1 Job 300.0 1 Job 300
11 1 No 4000.0 1 Each 4,000
12 1 Job 75000.0 1 Job 75,000
13 1 No 2130.0 1 each 2,130
14 Vertical connections 86,642
15 L.S.180514
Total Rs. � 20,00,000
In Rs lakhs 20.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
Supply and fixing of CI light type man hole cover with frame of size 0.6
x 0.6m as per standard specification
Provision for unforeseen items such as refilling the foundation with
excavated earth and rock cutting, etc.
Provision for RCC central phenial as per standard specifications
Providing mesh to phenials including all charges
Provision for RCC inside ladder as per the standard specifications
Provision for CI Specials
Snowcem painting with 2 coats over a primary coat including cost and conveyance
of all materials and labour charges etc., complete as per standard specifications
Providing of RCC Design railing of 65mm Thick including cost and conveyance of all
materials and labour charges etc., complete
Supplying, fitting and placing HYSD bar reinforcement in foundation
complete as per drawings and technical specifications for Bars below
36 mm dia including over laps and wastage, where they are not welded
Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof
powder including cost and conveyance of all materials and labour charges etc.,
complete as per standard specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications for sump
well
Est. cost in Rs lakhs 41.00
L B D
Capacity 202.16 cum
Length of sump 7.6 m
Width of sump 7.6 m
Depth of sump 4.05 m
Above GL 0.9 m
Raft 0.3 m
PCC 0.3 m
Top slab 0.15 m
Side wall width upto 2m 0.35 m
Side wall width above 2m 0.25 m
Dead Storage 0.15 Free Board 0.4
1
For sump Fdn. Up to 2m Depth 1 10.10 10.10 2.00 204.02
2m -3.00 m Depth 1 9.70 9.70 1.00 94.09
298.11 128.20 1 Cum 38,218
3 m -3.25 m Depth 1 9.70 9.70 1.05 98.79
For Suction Channel 2.5 Mts below
raft
1 7.60 6.35 2.50 120.65
219.44 164.83 1 Cum 36,170
2
For Total 1 9.40 9.40 0.30 26.51
26.51 5179.12 1 Cum 1,37,298
3
a) Raft slab 1 9.10 9.10 0.30 24.84
24.84 8951.13 1 Cum 2,22,346
b) Side wall 450 mm Thick L/W 2 6.15 0.45 1.900 10.52
Side wall 450 mm Thick at suction
side 2.5 Mts
2 4.90 0.45 1.900 8.38
18.90 10636.93 1 Cum 2,01,038
Amount (Rs)
Excavation in all kinds of soil including boulders upto 0.3m diameter for canal,seating of
embankment, filter drains / catch water drains etc., including dressingbed and sides to
required level and profile, cost of all materials, machinery,labour, placing the excavated soil
neatly in dump area or for the formation ofservice road / embankment as directed etc.,
complete with initial lead upto 1 km and all lifts.Labour Component (including contractor's
profit and Overheads) cum
Cement concrete (1:3:6) prop using 40 mm 60% and 20mm 40% gauge HG metalincluding cost &conveyance like cement, sand, coarse aggregate water etc., to site ,cost of seigniorage charges on all materials, all taxes, labour charges , for mixing ,laying, concrete in foundation ramming in 15 cm layers, finishing top surface to therequired level curing etc., complete for finished item of work as per (S.S. No. 402)
Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGHBATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate) from approved quarry including cost and conveyance of allmaterials like cement, fine aggregate (sand) coarse aggregate, water etc., to site andincluding Seigniorage charges, sales & other taxes on all materials including alloperational, incidental and labour charges such as weigh batching, machine mixing,laying concrete, curing etc.,complete but excluding cost of steel and its fabricationcharges for finished item of work (APSS No. 402)with minimum cement content asper IS code from standard suppliers approved by the department including pumping,centering, shuttering, laying concrete, vibrating, curing etc. complete but excludingcost of steel and its fabrication charges for finished item of work.
Sub estimate for Construction of 200 KL Sump at Mumbojipet
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
L B DAmount (Rs)
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
c) Side wall 350 mm Thick L/W 2 8.30 0.35 2.00 11.62
Side wall 350 mm Thick C/W 2 7.60 0.35 2.00 10.64
22.26 11268.84 1 Cum 2,50,844
d) Side wall 250 mm Thick L/W 2 8.10 0.25 2.05 8.30
Side wall 250 mm Thick C/W 2 7.60 0.25 2.05 7.79
16.09 12406.29 1 Cum 1,99,617
e) Haunch portion all round 1 30.50 0.30 0.15 1.37 8951.13 1 Cum 12,263
f) Columns 1 0.30 0.30 4.05 0.36
Additional Height at suction
Channel
1 0.30 0.30 1.90 0.17
0.53 10744.10 1 Cum 5,694
g) Beam at Roof level 1 8.10 0.23 0.30 0.56
1 7.60 0.23 0.30 0.52
Deduct Column Junctions 1 0.30 0.23 0.30 -0.02
1.06 6836.67 1 Cum 7,247
h) Roof Slab 1 8.70 8.70 0.15 11.35
Deduct Man Holes 8 0.60 0.60 0.15 -0.43
Central Phenial 0.5 0.30 0.30 0.15 -0.01
Air Vents 0.5 0.18 0.18 0.15 0.00
10.91 9783.09 1 Cum 1,06,734
4
Bottom of the sump 1 7.60 7.60 - 57.76
Side walls inside 2 7.60 - 4.05 61.56
2 7.60 - 4.05 61.56
Additional Height at suction Channel 2 5.70 - 1.90 21.66
2 4.45 1.90 16.91
Deduct Column Junctions (Bootom,
ceiling)
1 0.30 0.30 -0.09
Beam At column 8 0.30 0.23 -0.55
218.81 1542.40 10 Sqm 33,749
5
Side walls O/S all round above GL 4 8.10 - 0.90 29.16
Top slab ceiling 1 8.70 8.70 - 75.69
Beam sides 4 7.60 - 0.30 9.12
Roof slab projection (All round) 1 31.40 0.30 - 9.42
Salb Vertical face (All round) 4 8.70 - 0.15 5.22
Deduct Beam junctions at columns 2 0.30 - 0.30 -0.18
Man Holes 8 0.60 0.60 - -17.28
Central Phenial 0.5 0.30 0.30 - -0.27
Air Vents 0.5 0.18 0.18 - -0.10
Total 110.78 852.38 10 Sqm 9,443
6
Side wall Outside above GL 4 8.10 - 0.90 7.29
Roof slab projection 1 31.40 0.30 - 9.42
Salb Vertical face (All round) 4 8.70 - 0.15 5.22
Deduct Man Holes 8 0.60 0.60 - -17.28
Central Phenial 0.5 0.30 0.30 - -0.27
Air Vents 0.5 0.18 0.18 - -0.10
Total 4.28 1029.89 10 Sqm 441
Snowcem painting with 2 coats over a primary coat including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications
Acco-proof Plastering with CM(1:3) prop12mm thick with 2% acco-proof powder including
cost and conveyance of all materials and labour charges etc., complete as per standard
specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all materials
and labour charges etc., complete as per standard specifications for sump well
L B DAmount (Rs)
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
7 LS2,00,000
8 20.00 51392.61 1 MT 10,27,852
9 Bailing out water from channel with
oil engine driven and wages of driver
and helper etc., complete as per
standard specification
1 10.00 60.00 12.00 7200 56.81 1 4,09,032
10 Job 4,00,000
11 Job 3,00,000
12 Each 2,00,000
13 each 2,00,000
14 each 30,000
15 L.S.
72014
Total Rs. � 41,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
Supply and fixing of CI light type man hole cover with frame of size 0.6 x 0.6m as per
standard specification
Cost supply and fixing of Water level indicator inclusive of all charges
Provision for unforeseen items such as refilling the foundation with excavated
earth and rock cutting, bailing out water etc.
Providing of RCC Design railing of 65mm Thick including cost and conveyance of all
materials and labour charges etc., complete
Supply and delivery of Steel Reinforcement H.Y.S.D. confirming to
I.S.S. including cost & conveyance of all materials , cost of binding
wire and its fabrication charges, placing in position tying grills etc.,
complete.
Provision for RCC central phenial as per standard specifications
Providing mesh to phenials including all charges
Provision for RCC inside ladder as per the standard specifications
Est. cost in Rs lakhs 48.50
L B D
Capacity 302.72 cum
Length of sump 9.3 m
Width of sump 9.3 m
Depth of sump 4.05 m
Above GL 0.9 m
Raft 0.3 m
PCC 0.3 m
Top slab 0.15 m
Side wall width upto 2m 0.35 m
Side wall width above 2m 0.25 m
Dead Storage 0.15 Free Board 0.4
1
For sump Fdn. Up to 2m Depth 1 11.80 11.80 2.00 278.48
2m -3.00 m Depth 1 11.40 11.40 1.00 129.96
408.44 128.20 1 Cum 52,362
3 m -3.25 m Depth 1 11.40 11.40 1.05 136.46
For Suction Channel 2.5 Mts below
raft
1 9.30 6.35 2.50 147.64
284.10 164.83 1 Cum 46,828
2
For Total 1 11.10 11.10 0.30 36.96
36.96 5132.54 1 Cum 1,89,699
3
a) Raft slab 1 10.80 10.80 0.30 34.99
34.99 8951.13 1 Cum 3,13,200
b) Side wall 450 mm Thick L/W 2 7.85 0.45 1.900 13.42
Side wall 450 mm Thick at suction
side 2.5 Mts
2 4.90 0.45 1.900 8.38
21.80 10636.93 1 Cum 2,31,885
Amount (Rs)
Excavation in all kinds of soil including boulders upto 0.3m diameter for canal,seating of
embankment, filter drains / catch water drains etc., including dressingbed and sides to
required level and profile, cost of all materials, machinery,labour, placing the excavated soil
neatly in dump area or for the formation ofservice road / embankment as directed etc.,
complete with initial lead upto 1 km and all lifts.Labour Component (including contractor's
profit and Overheads) cum
Cement concrete (1:3:6) prop using 40 mm 60% and 20mm 40% gauge HG metalincluding cost &conveyance like cement, sand, coarse aggregate water etc., to site ,cost of seigniorage charges on all materials, all taxes, labour charges , for mixing ,laying, concrete in foundation ramming in 15 cm layers, finishing top surface to therequired level curing etc., complete for finished item of work as per (S.S. No. 402)
Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGHBATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate) from approved quarry including cost and conveyance of allmaterials like cement, fine aggregate (sand) coarse aggregate, water etc., to site andincluding Seigniorage charges, sales & other taxes on all materials including alloperational, incidental and labour charges such as weigh batching, machine mixing,laying concrete, curing etc.,complete but excluding cost of steel and its fabricationcharges for finished item of work (APSS No. 402)with minimum cement content asper IS code from standard suppliers approved by the department including pumping,centering, shuttering, laying concrete, vibrating, curing etc. complete but excludingcost of steel and its fabrication charges for finished item of work.
Sub estimate for Construction of 300 KL Sump at Krishnanagar T
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
L B DAmount (Rs)
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
c) Side wall 350 mm Thick L/W 2 10.00 0.35 2.00 14.00
Side wall 350 mm Thick C/W 2 9.30 0.35 2.00 13.02
27.02 11268.84 1 Cum 3,04,484
d) Side wall 250 mm Thick L/W 2 9.80 0.25 2.05 10.05
Side wall 250 mm Thick C/W 2 9.30 0.25 2.05 9.53
19.58 12406.29 1 Cum 2,42,915
e) Haunch portion all round 1 37.30 0.30 0.15 1.68 8951.13 1 Cum 15,038
f) Columns 4 0.30 0.30 4.05 1.46
Additional Height at suction
Channel
2 0.30 0.30 1.90 0.34
1.80 10744.10 1 Cum 19,339
g) Beam at Roof level 2 9.80 0.23 0.30 1.35
2 9.30 0.23 0.30 1.28
Deduct Column Junctions 4 0.30 0.23 0.30 -0.08
2.55 6836.67 1 Cum 17,434
h) Roof Slab 1 10.40 10.40 0.15 16.22
Deduct Man Holes 8 0.60 0.60 0.15 -0.43
Central Phenial 2 0.30 0.30 0.15 -0.03
Air Vents 2 0.18 0.18 0.15 -0.01
15.75 9783.09 1 Cum 1,54,084
4
Bottom of the sump 1 9.30 9.30 - 86.49
Side walls inside 2 9.30 - 4.05 75.33
2 9.30 - 4.05 75.33
Additional Height at suction Channel 2 7.40 - 1.90 28.12
2 4.45 1.90 16.91
Deduct Column Junctions (Bootom,
ceiling)
4 0.30 0.30 -0.36
Beam At column 16 0.30 0.23 -1.10
280.72 1542.40 10 Sqm 43,298
5
Side walls O/S all round above GL 4 9.80 - 0.90 35.28
Top slab ceiling 1 10.40 10.40 - 108.16
Beam sides 8 9.30 - 0.30 22.32
Roof slab projection (All round) 1 38.20 0.30 - 11.46
Salb Vertical face (All round) 4 10.40 - 0.15 6.24
Deduct Beam junctions at columns 8 0.30 - 0.30 -0.72
Man Holes 8 0.60 0.60 - -17.28
Central Phenial 2 0.30 0.30 - -1.08
Air Vents 2 0.18 0.18 - -0.39
Total 163.99 852.38 10 Sqm 13,978
6
Side wall Outside above GL 4 9.80 - 0.90 8.82
Roof slab projection 1 38.20 0.30 - 11.46
Salb Vertical face (All round) 4 10.40 - 0.15 6.24
Deduct Man Holes 8 0.60 0.60 - -17.28
Central Phenial 2 0.30 0.30 - -1.08
Air Vents 2 0.18 0.18 - -0.39
Total 7.77 1029.89 10 Sqm 800
Snowcem painting with 2 coats over a primary coat including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications
Acco-proof Plastering with CM(1:3) prop12mm thick with 2% acco-proof powder including
cost and conveyance of all materials and labour charges etc., complete as per standard
specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all materials
and labour charges etc., complete as per standard specifications for sump well
L B DAmount (Rs)
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per
7 LS2,00,000
8 20.00 51392.61 1 MT 10,27,852
9 Bailing out water from channel with
oil engine driven and wages of driver
and helper etc., complete as per
standard specification
1 10.00 60.00 12.00 7200 56.81 1 4,09,032
10 Job 4,00,000
11 Job 3,00,000
12 Each 2,00,000
13 each 2,00,000
14 each 30,000
15 L.S.
437772
Total Rs. � 48,50,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada Banswada Nirmal
Supply and fixing of CI light type man hole cover with frame of size 0.6 x 0.6m as per
standard specification
Cost supply and fixing of Water level indicator inclusive of all charges
Provision for unforeseen items such as refilling the foundation with excavated
earth and rock cutting, bailing out water etc.
Providing of RCC Design railing of 65mm Thick including cost and conveyance of all
materials and labour charges etc., complete
Supply and delivery of Steel Reinforcement H.Y.S.D. confirming to
I.S.S. including cost & conveyance of all materials , cost of binding
wire and its fabrication charges, placing in position tying grills etc.,
complete.
Provision for RCC central phenial as per standard specifications
Providing mesh to phenials including all charges
Provision for RCC inside ladder as per the standard specifications
Est. cost in Rs lakhs 501.00
L B D
Capacity 13585 cum
Length of sump 62.3 m
Width of sump 62.3 m
Depth of sump 4.05 m
Above GL 0.9 m
Raft 0.3 m
PCC 0.3 m
Top slab 0.15 m
Side wall width upto 2m 0.35 m
Side wall width above 2m 0.25 m
Dead Storage 0.15 Free Board 0.4
1
For sump Fdn. Up to 2m Depth 1 64.80 64.80 2.00 8398.08
2m -3.00 m Depth 1 64.40 64.40 1.00 4147.36
12545.44 128.20 1 Cum 16,08,325
3 m -3.25 m Depth 1 64.40 64.40 1.05 4354.73
For Suction Channel 2.5 Mts below
raft
1 21.47 6.35 2.50 340.78
4695.51 164.83 1 Cum 7,73,961
2
For Total 1 64.10 64.10 0.30 1232.64
1232.64 5652.29 1 Cum 69,67,239
3
a) Raft slab 1 63.80 63.80 0.30 1221.13
1221.13 9413.13 1 Cum 114,94,655
b) Side wall 450 mm Thick L/W 2 20.02 0.45 1.900 34.23
Side wall 450 mm Thick at suction
side 2.5 Mts
2 4.90 0.45 1.900 8.38
42.61 11098.93 1 Cum 4,72,925
Sub estimate for Construction of 13500 KL Clear Water Sump at Peddareddipet of Pulkal Mandal
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
Excavation in all kinds of soil including boulders upto 0.3m diameter for canal,seating of
embankment, filter drains / catch water drains etc., including dressingbed and sides to
required level and profile, cost of all materials, machinery,labour, placing the excavated soil
neatly in dump area or for the formation ofservice road / embankment as directed etc.,
complete with initial lead upto 1 km and all lifts.Labour Component (including contractor's
profit and Overheads) cum
Cement concrete (1:3:6) prop using 40 mm 60% and 20mm 40% gauge HG metalincluding cost &conveyance like cement, sand, coarse aggregate water etc., to site ,cost of seigniorage charges on all materials, all taxes, labour charges , for mixing ,laying, concrete in foundation ramming in 15 cm layers, finishing top surface to therequired level curing etc., complete for finished item of work as per (S.S. No. 402)
Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGHBATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate) from approved quarry including cost and conveyance of allmaterials like cement, fine aggregate (sand) coarse aggregate, water etc., to site andincluding Seigniorage charges, sales & other taxes on all materials including alloperational, incidental and labour charges such as weigh batching, machine mixing,laying concrete, curing etc.,complete but excluding cost of steel and its fabricationcharges for finished item of work (APSS No. 402)with minimum cement content asper IS code from standard suppliers approved by the department including pumping,centering, shuttering, laying concrete, vibrating, curing etc. complete but excludingcost of steel and its fabrication charges for finished item of work.
L B D
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
c) Side wall 350 mm Thick L/W 2 63.00 0.35 2.00 88.20
Side wall 350 mm Thick C/W 2 62.30 0.35 2.00 87.22
175.42 11730.84 1 Cum 20,57,824
d) Side wall 250 mm Thick L/W 2 62.80 0.25 2.05 64.37
Side wall 250 mm Thick C/W 2 62.30 0.25 2.05 63.86
128.23 12868.29 1 Cum 16,50,101
e) Haunch portion all round 1 249.30 0.30 0.15 11.22 9413.13 1 Cum 1,05,615
f) Columns 256 0.30 0.30 4.05 93.31
Additional Height at suction
Channel
16 0.30 0.30 1.90 2.74
96.05 11206.10 1 Cum 10,76,346
g) Beam at Roof level 16 62.80 0.23 0.30 69.33
16 62.30 0.23 0.30 68.78
Deduct Column Junctions 256 0.30 0.23 0.30 -5.30
132.81 11193.33 1 Cum 14,86,586
h) Roof Slab 1 63.40 63.40 0.15 602.93
Deduct Man Holes 8 0.60 0.60 0.15 -0.43
Central Phenial 128 0.30 0.30 0.15 -1.73
Air Vents 128 0.18 0.18 0.15 -0.62
600.15 10245.03 1 Cum 61,48,555
4
Bottom of the sump 1 62.30 62.30 - 3881.29
Side walls inside 2 62.30 - 4.05 504.63
2 62.30 - 4.05 504.63
Additional Height at suction Channel 2 19.57 - 1.90 74.35
2 4.45 1.90 16.91
Deduct Column Junctions (Bootom,
ceiling)
256 0.30 0.30 -23.04
Beam At column 128 0.30 0.23 -8.83
4949.94 1658.20 10 Sqm 8,20,799
5
Side walls O/S all round above GL 4 62.80 - 0.90 226.08
Top slab ceiling 1 63.40 63.40 - 4019.56
Beam sides 64 62.30 - 0.30 1196.16
Roof slab projection (All round) 1 250.20 0.30 - 75.06
Salb Vertical face (All round) 4 63.40 - 0.15 38.04
Deduct Beam junctions at columns 512 0.30 - 0.30 -46.08
Man Holes 8 0.60 0.60 - -17.28
Central Phenial 128 0.30 0.30 - -69.12
Air Vents 128 0.18 0.18 - -24.88
Total 5397.54 869.75 10 Sqm 4,69,451
6
Side wall Outside above GL 4 62.80 - 0.90 56.52
Roof slab projection 1 250.20 0.30 - 75.06
Salb Vertical face (All round) 4 63.40 - 0.15 38.04
Deduct Man Holes 8 0.60 0.60 - -17.28
Central Phenial 128 0.30 0.30 - -69.12
Air Vents 128 0.18 0.18 - -24.88
Total 58.34 1029.89 10 Sqm 6,008
Acco-proof Plastering with CM(1:3) prop12mm thick with 2% acco-proof powder including
cost and conveyance of all materials and labour charges etc., complete as per standard
specifications for sump well
Plastering with CM(1:3) prop. 12 mm thick including cost and conveyance of all materials
and labour charges etc., complete as per standard specifications for sump well
Snowcem painting with 2 coats over a primary coat including cost and conveyance of all
materials and labour charges etc., complete as per standard specifications
L B D
Sl.N
o.Description No.
MeasurementsQty. Rate (Rs) per Amount (Rs)
7 LS3,00,000
8 250.00 50915.43 1 MT 127,28,858
9 Bailing out water from channel with
oil engine driven and wages of driver
and helper etc., complete as per
standard specification
1 10.00 60.00 12.00 7200 56.81 1 LS 4,00,000
10 Job 4,00,000
11 Job 3,00,000
12 Each 3,00,000
13 Each 2,00,000
14 Each 30,000
15 L.S.
302752
Total Rs. � 501,00,000
Supply and fixing of CI light type man hole cover with frame of size 0.6 x 0.6m as per
standard specification
Cost supply and fixing of Water level indicator inclusive of all charges
Provision for unforeseen items such as refilling the foundation with excavated
earth and rock cutting, bailing out water etc.
Providing of RCC Design railing of 65mm Thick including cost and conveyance of all materials
and labour charges etc., complete
Supply and delivery of Steel Reinforcement H.Y.S.D. confirming to
I.S.S. including cost & conveyance of all materials , cost of binding
wire and its fabrication charges, placing in position tying grills etc.,
complete.
Provision for RCC central phenial as per standard specifications
Providing mesh to phenials including all charges
Provision for RCC inside ladder as per the standard specifications
Detailed cum Abstract Estimate
45.0 10.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 110.92 0.6 0.75 49.9 Ext-columns 32 1.5 1.5 1.50 108.0 Steps 2 10.0 1.2 0.60 14.4 Deduction 32 0.6 1.5 0.75 -21.6
Total 150.71 128.20 19322.00
2
c-footings 32 1.5 1.5 0.30 21.6 All round 1 110.9 0.6 0.15 10.0 Deductions 32 0.6 1.5 0.15 -4.3
Total 27.26 1560.60 42546.00
3
footings 32 1.5 1.5 0.30 21.6 All round 1 110.9 0.6 0.15 10.0 Steps 2 10.0 1.2 0.30 7.2 Deductions 32 1.5 0.6 0.15 -4.3
Name of the work: Construction of the Pump house of size 45mx10m at Rahapahad
Name of the work: Construction of the Pump house of size ESTIMATED COST: 62.0 Lakhs
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Total 34.5 4511.29 155472.00
4
footings 32 1.5 1.5 0.25 18.0 C-Raft 32 0.85 0.85 0.40 9.2
Total 27.2 8537.99 232643.00
5
32 0.3 0.45 3.00 13.0 10300.63 133496.00
32 0.3 0.45 3.70 16.0 10365.20 165677.00
6
Short beams 16 10.30 0.3 0.45 22.2 Long beams 2 45.45 0.3 0.45 12.3
Total 34.5 10757.93 371358.00
7
1st footing 1 110.92 0.6 0.6 39.93 2nd footings 1 110.92 0.45 0.6 29.95
Steps 1st
2 10.0 1.2 0.30 7.20
Step 2nd
2 10.0 0.9 0.30 5.40Deduct: Column portion 32 0.3 0.45 0.60 -2.59
Total 79.9 3722.90 297414.00
8
Over door 2 0.3 0.23 0.10 0.01
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
Over door 2 0.3 0.23 0.10 0.01 Over windows 30 0.3 0.23 0.10 0.21
Total 0.22 8032.41 1774.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
9
Lintel : Over door 1 112 0.23 0.30 7.69 Deductions 32 0.30 0.45 0.30 -1.3
Total 6.40 10644.89 68101.00Beam for Gantry Girder 2 10.0 0.30 0.45 2.70
2 45.0 0.30 0.45 12.15Add for projection 28 0.75 0.3 0.45 2.84
Deductions 32 0.30 0.45 0.30 -1.3Total 16.39 10757.93 176312.00
Roof Beams 16 10.0 0.3 0.45 21.602 45.0 0.3 0.45 12.15
Total 33.75 11137.01 375874.00
10
Over door 1 112 0.6 - 66.90 SqmTotal 66.90 10644.53 71212.00
11
1 11.06 46.06 - 509.42 12998.64 662181.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm1 11.06 46.06 - 509.42 12998.64 662181.00
12
All round upto 3m 1 110.92 0.23 3.00 76.53DeductionsWindows 30 1.5 1.20 0.23 -12.42Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -6.40Beam for Gantry Girder Same quantity as above -16.39 Ventilators 34 0.9 0.23 0.3 -2.11
Total 34.24 5054.37 173079.00All round above 3m 1 110.92 0.23 2.55 65.05 5763.33 374905.00
13
Alround Basement 1 112.12 0.60 - 67.27 624.80 4203.00
14
Out side all round upto 3m 1 111.84 3.00 - 335.52In side all round 1 110.00 3.00 - 330.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 30 1.50 1.20 - -54.00Ventilators 34 0.30 0.90 - -9.18
Total 580.74 2933.41 170355.00Out side all round above 3m 1 111.84 3.00 - 335.52In side all round 1 110.00 3.00 - 330.00Ceiling 1 10.00 45.00 - 450.00
1115.52 3014.99 336329.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 46.06 11.06 - 509.42 1542.40 78574.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
17
1 10.00 45.00 - 450.00 6580.99 296145.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 30 2.75 1.50 1.20 148.50
Total 197.10 2136.60 42113.00
20
Inside & Out Side Same quantity as above 1696.26 1029.89 174697.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
2230 LS 300000.00
23
34 LS 170000.00
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
24 21.71 51392.61 1115928.00
25 Provision towards Electricity 50000.00
6147468
26 52532Total � 62,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Name of the work: Construction of the Pump house of size 4mx3m at Mumbojipet
Name of the work: Construction of the Pump house of size ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Deductions 4 1.5 0.6 0.15 -0.5Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
Over door 2 0.3 0.23 0.10 0.01
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Name of the work: Construction of the Pump house of size 4mx3m at Bayanpalli
Name of the work: Construction of the Pump house of size ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Deductions 4 1.5 0.6 0.15 -0.5Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
Over door 2 0.3 0.23 0.10 0.01
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Name of the work: Construction of the Pump house of size 4mx3m at Gulla Small
Name of the work: Construction of the Pump house of size
ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm1 4.06 5.06 - 20.54 12998.64 26704.00
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Total 5.7 4511.29 25547.00
Name of the work: Construction of the Pump house of size 4mx3m at Jalalpur
Name of the work: Construction of the Pump house of size ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
Over windows 2 0.3 0.23 0.10 0.01Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2
Name of the work: Construction of the Pump house of size 4mx3m at Karpole
Name of the work: Construction of the Pump house of size
ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Name of the work: Construction of the Pump house of size 4mx3m at Mustafur
Name of the work: Construction of the Pump house of size
ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm1 4.06 5.06 - 20.54 12998.64 26704.00
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2
Name of the work: Construction of the Pump house of size 4mx3m at Raitu Nagar
Name of the work: Construction of the Pump house of size ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Total 5.7 4511.29 25547.00
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Name of the work: Construction of the Pump house of size 4mx3m at Suddulum
Name of the work: Construction of the Pump house of size ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
Over door 2 0.3 0.23 0.10 0.01
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm1 4.06 5.06 - 20.54 12998.64 26704.00
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
4.0 3.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 14.92 0.6 0.75 6.7 Ext-columns 4 1.5 1.5 1.50 13.5 Steps 2 3.0 1.2 0.60 4.3 Deduction 4 0.6 1.5 0.75 -2.7
Total 21.83 128.20 2799.00
2
c-footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Deductions 4 0.6 1.5 0.15 -0.5
Total 3.50 1560.60 5466.00
3
footings 4 1.5 1.5 0.30 2.7 All round 1 14.9 0.6 0.15 1.3 Steps 2 3.0 1.2 0.30 2.2 Deductions 4 1.5 0.6 0.15 -0.5
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Name of the work: Construction of the Pump house of size 4mx3m at Thadgur Small
Name of the work: Construction of the Pump house of size ESTIMATED COST: 6.0 Lakhs
Description Dimensions
Deductions 4 1.5 0.6 0.15 -0.5Total 5.7 4511.29 25547.00
4
footings 4 1.5 1.5 0.25 2.3 C-Raft 4 0.85 0.85 0.40 1.2
Total 3.4 8537.99 29080.00
5
4 0.3 0.30 3.00 1.1 10300.63 11125.00
4 0.3 0.3 0.85 0.3 10365.20 3172.00
6
Short beams 2 3.30 0.3 0.30 0.6 Long beams 2 4.3 0.3 0.30 0.8
Total 1.4 10757.93 14717.00
7
1st footing 1 14.92 0.6 0.6 5.37 2nd footings 1 14.92 0.45 0.6 4.03
Steps 1st
2 3.0 1.2 0.30 2.16
Step 2nd
2 3.0 0.9 0.30 1.62Deduct: Column portion 4 0.3 0.3 0.60 -0.22
Total 13.0 3722.90 48262.00
8
Over door 2 0.3 0.23 0.10 0.01
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
Over door 2 0.3 0.23 0.10 0.01 Over windows 2 0.3 0.23 0.10 0.01
Total 0.03 8032.41 222.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
9
Lintel : Over door 1 15 0.23 0.30 1.05 Deductions 4 0.30 0.30 0.30 -0.1
Total 0.94 10644.89 10015.00Beam for Gantry Girder 2 3.0 0.30 0.30 0.54
2 4.0 0.30 0.30 0.72Add for projection 0 0.75 0.3 0.30 0.00
Deductions 4 0.30 0.30 0.30 -0.1Total 1.15 10757.93 12393.00
Roof Beams 2 3.0 0.3 0.30 0.542 4.0 0.3 0.30 0.72
Total 1.26 11137.01 14033.00
10
Over door 1 15 0.6 - 9.12 SqmTotal 9.12 10644.53 9708.00
11
1 4.06 5.06 - 20.54 12998.64 26704.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm1 4.06 5.06 - 20.54 12998.64 26704.00
12
All round upto 3m 1 14.92 0.23 3.00 10.29DeductionsWindows 2 1.5 1.20 0.23 -0.83Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -0.94Beam for Gantry Girder Same quantity as above -1.15 Ventilators 6 0.9 0.23 0.3 -0.37
Total 2.03 5054.37 10246.00All round above 3m 1 14.92 0.23 -0.30 -1.03 5763.33 -5936.00
13
Alround Basement 1 16.12 0.60 - 9.67 624.80 604.00
14
Out side all round upto 3m 1 15.84 3.00 - 47.52In side all round 1 14.00 3.00 - 42.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 2 1.50 1.20 - -3.60Ventilators 6 0.30 0.90 - -1.62
Total 62.70 2933.41 18393.00Out side all round above 3m 1 15.84 0.00 - 0.00In side all round 1 14.00 0.00 - 0.00Ceiling 1 3.00 4.00 - 12.00
12.00 3014.99 3618.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 5.06 4.06 - 20.54 1542.40 3169.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
17
1 3.00 4.00 - 12.00 6580.99 7898.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 2 2.75 1.50 1.20 9.90
Total 58.50 2136.60 12500.00
20
Inside & Out Side Same quantity as above 74.70 1029.89 7694.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
222 LS 20000.00
23
6 LS 30000.00
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
24 1.18 51392.61 60444.00
25 Provision towards Electricity 50000.00
519631
26 80369Total � 6,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
14.0 10.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 48.92 0.6 0.75 22.0 Ext-columns 12 1.5 1.5 1.50 40.5 Steps 2 10.0 1.2 0.60 14.4 Deduction 12 0.6 1.5 0.75 -8.1
Total 68.81 128.20 8822.00
2
c-footings 12 1.5 1.5 0.30 8.1 All round 1 48.9 0.6 0.15 4.4 Deductions 12 0.6 1.5 0.15 -1.6
Total 10.88 1560.60 16984.00
3
footings 12 1.5 1.5 0.30 8.1 All round 1 48.9 0.6 0.15 4.4 Steps 2 10.0 1.2 0.30 7.2 Deductions 12 1.5 0.6 0.15 -1.6
Name of the work: Construction of the Pump house of size 14mx10m at Krishna Nagar T
Name of the work: Construction of the Pump house of size ESTIMATED COST: 25.0 Lakhs
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Deductions 12 1.5 0.6 0.15 -1.6Total 18.1 4511.29 81577.00
4
footings 12 1.5 1.5 0.25 6.8 C-Raft 12 0.85 0.85 0.40 3.5
Total 10.2 8537.99 87241.00
5
12 0.3 0.45 3.00 4.9 10300.63 50061.00
12 0.3 0.45 3.70 6.0 10365.20 62129.00
6
Short beams 6 10.30 0.3 0.45 8.3 Long beams 2 14.45 0.3 0.45 3.9
Total 12.2 10757.93 131725.00
7
1st footing 1 48.92 0.6 0.6 17.61 2nd footings 1 48.92 0.45 0.6 13.21
Steps 1st
2 10.0 1.2 0.30 7.20
Step 2nd
2 10.0 0.9 0.30 5.40Deduct: Column portion 12 0.3 0.45 0.60 -0.97
Total 42.4 3722.90 158028.00
8
Over door 2 0.3 0.23 0.10 0.01
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
Over door 2 0.3 0.23 0.10 0.01 Over windows 10 0.3 0.23 0.10 0.07
Total 0.08 8032.41 665.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
9
Lintel : Over door 1 50 0.23 0.30 3.42 Deductions 12 0.30 0.45 0.30 -0.5
Total 2.93 10644.89 31184.00Beam for Gantry Girder 2 10.0 0.30 0.45 2.70
2 14.0 0.30 0.45 3.78Add for projection 8 0.75 0.3 0.45 0.81
Deductions 12 0.30 0.45 0.30 -0.5Total 6.80 10757.93 73197.00
Roof Beams 6 10.0 0.3 0.45 8.102 14.0 0.3 0.45 3.78
Total 11.88 11137.01 132308.00
10
Over door 1 50 0.6 - 29.70 SqmTotal 29.70 10644.53 31614.00
11
1 11.06 15.06 - 166.56 12998.64 216510.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm1 11.06 15.06 - 166.56 12998.64 216510.00
12
All round upto 3m 1 48.92 0.23 3.00 33.75DeductionsWindows 10 1.5 1.20 0.23 -4.14Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -2.93Beam for Gantry Girder Same quantity as above -6.80 Ventilators 14 0.9 0.23 0.3 -0.87
Total 14.04 5054.37 70946.00All round above 3m 1 48.92 0.23 2.55 28.69 5763.33 165350.00
13
Alround Basement 1 50.12 0.60 - 30.07 624.80 1879.00
14
Out side all round upto 3m 1 49.84 3.00 - 149.52In side all round 1 48.00 3.00 - 144.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 10 1.50 1.20 - -18.00Ventilators 14 0.30 0.90 - -3.78
Total 250.14 2933.41 73377.00Out side all round above 3m 1 49.84 3.00 - 149.52In side all round 1 48.00 3.00 - 144.00Ceiling 1 10.00 14.00 - 140.00
433.52 3014.99 130706.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 15.06 11.06 - 166.56 1542.40 25691.00
Quantity Rate AmountSl No. No. L B D
Description Dimensions
Earthwork in excavation for structures as per drawing and technical specifications
17
1 10.00 14.00 - 140.00 6580.99 92134.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 10 2.75 1.50 1.20 49.50
Total 98.10 2136.60 20961.00
20
Inside & Out Side Same quantity as above 683.66 1029.89 70410.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
2210 LS 100000.00
23
14 LS 70000.00
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
24 7.54 51392.61 387413.00
25 Provision towards Electricity 50000.00
2428670
26 71330Total � 25,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Detailed cum Abstract Estimate
60.0 15.0
Quantity Rate AmountSl No. No. L B D
1
All round 1 150.92 0.6 0.75 67.9 Ext-columns 42 1.5 1.5 1.50 141.8 Steps 2 15.0 1.2 0.60 21.6 Deduction 42 0.6 1.5 0.75 -28.4
Total 202.91 128.20 26014.00
2
c-footings 42 1.5 1.5 0.30 28.4 All round 1 150.9 0.6 0.15 13.6 Deductions 42 0.6 1.5 0.15 -5.7
Total 36.26 1560.60 56592.00
3
footings 42 1.5 1.5 0.30 28.4 All round 1 150.9 0.6 0.15 13.6 Steps 2 15.0 1.2 0.30 10.8
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing
of sides and bottom and backfilling in trenches with excavated suitable material as
per Technical Specification 305 MORD / 304 MORTH
Filling the Foundation with sand including cost,
conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
Name of the work: Construction of the Pump house of size 60mx15m at Peddareddipet (Head Works)
Name of the work: Construction of the Pump house of size
ESTIMATED COST: 115.0 Lakhs
Description Dimensions
Steps 2 15.0 1.2 0.30 10.8 Deductions 42 1.5 0.6 0.15 -5.7
Total 47.1 4511.29 212314.00
4
footings 42 1.5 1.5 0.25 23.6 C-Raft 42 0.85 0.85 0.40 12.1
Total 35.8 8537.99 305344.00
5
42 0.45 0.60 3.00 34.0 10300.63 350427.00
42 0.45 0.6 3.55 40.3 10365.20 417272.00
6
Short beams 21 15.45 0.45 0.60 87.6 Long beams 2 60.45 0.45 0.60 32.6
Total 120.2 10757.93 1293582.00
7
1st footing 1 150.92 0.6 0.6 54.33 2nd footings 1 150.92 0.45 0.6 40.75
Steps 1st
2 15.0 1.2 0.30 10.80
Step 2nd
2 15.0 0.9 0.30 8.10Deduct: Column portion 42 0.45 0.6 0.60 -6.80
Total 107.2 3722.90 399004.00
8
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Beams (plinth)
RR Masonary with CM(1:6) using rough stone (HBG) including
cost and conveyance of all the materials etc complete
VCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials etc complete for Bed Blocks
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Columns
Over door 2 0.3 0.23 0.10 0.01 Over windows 40 0.3 0.23 0.10 0.28
Total 0.29 8032.41 2328.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
9
Lintel : Over door 1 152 0.23 0.30 10.47 Deductions 42 0.45 0.60 0.30 -3.4
Total 7.07 10644.89 75283.00Beam for Gantry Girder 2 15.0 0.45 0.60 8.10
2 60.0 0.45 0.60 32.40Add for projection 38 0.75 0.5 0.60 7.70
Deductions 42 0.45 0.60 0.30 -3.4Total 44.79 10757.93 481880.00
Roof Beams 21 15.0 0.5 0.45 63.792 60.0 0.5 0.45 24.30
Total 88.09 11137.01 981031.00
10
Over door 1 152 0.6 - 91.08 SqmTotal 91.08 10644.53 96950.00
11
1 16.06 61.06 - 980.62 12998.64 1274677.00
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Lintel /Tie Beams / roof Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of
Size 75 mm thick at one end 50mm other end and 600mm
width ,including cost and conveyance of all the materials, but
excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost and
conveyance of all the materials,but excluding the cost of the
steel etc complete for Roof Slab with125 mm Thick Per 10
Sqm1 16.06 61.06 - 980.62 12998.64 1274677.00
12
All round upto 3m 1 150.92 0.23 3.00 104.13DeductionsWindows 40 1.5 1.20 0.23 -16.56Shutters 2 3.6 3.00 0.23 -4.97 Lintels Same quantity as above -7.07Beam for Gantry Girder Same quantity as above -44.79 Ventilators 44 0.9 0.23 0.3 -2.73
Total 28.00 5054.37 141547.00All round above 3m 1 150.92 0.23 2.40 83.31 5763.33 480143.00
13
Alround Basement 1 152.12 0.60 - 91.27 624.80 5703.00
14
Out side all round upto 3m 1 151.84 3.00 - 455.52In side all round 1 150.00 3.00 - 450.00Deductions
Doors 2 3.60 3.00 - -21.60Windows 40 1.50 1.20 - -72.00Ventilators 44 0.30 0.90 - -11.88
Total 800.04 2933.41 234685.00Out side all round above 3m 1 151.84 3.00 - 455.52In side all round 1 150.00 3.00 - 450.00Ceiling 1 15.00 60.00 - 900.00
1805.52 3014.99 544363.00
15
Brick Masonary with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Flush Pointing with CM(1:3) including cost and conveyance of
all the materials etc complete
Cement plastering with CM(1:5),8mm thick and CM (1:3)
4mm thick including cost and conveyance of all the materials
ect complete.
Accoproof plastering with CM(1:5),12mm thick including
cost and conveyance of all the materials ect complete.
1 61.06 16.06 - 980.62 1542.40 151252.00
Quantity Rate AmountSl No. No. L B D
Earthwork in excavation for structures as per drawing and technical specifications
Description Dimensions
17
1 15.00 60.00 - 900.00 6580.99 592290.00
18
Doors 2 2.25 3.60 3.00 48.60Windows 40 2.75 1.50 1.20 198.00
Total 246.60 2136.60 52689.00
20
Inside & Out Side Same quantity as above 2605.56 1029.89 268345.00
21
2 3.60 3.00 - 21.60 4062.87 87758.00
2240 LS 400000.00
23
44 LS 220000.00
Snowcem painting including cost and conveyance of all the
materials ect complete.
Supply and fixing of Rolling Shutter Size 3.60 X 3.00m With
angular frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour charges
ect complete.
Supply and fixing of the MS windows
Supply and fixing of the Ready made Ventilators of Size
0.9x0.30 including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC (1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm thick
including cost and conveyance of all the materials ect
complete.
Synthetic Enamel painting over primary coat and Enamel
painting in two caots including cost and conveyance of all the
materials etc., complete
24 43.27 51392.61 2223600.00
25 Provision towards Electricity 50000.00
11425073
26 74927Total � 115,00,000
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication including
cost and conveyance of all the materials etc complete.
Sub Total
Unforcein items
Est.Cost Rs 14.00 lakhs
Nos L B D
1
column footings 12.0 1.2 1.2 1.50 25.92
alround 1.0 31.72 0.9 0.60 17.13
long wall 1.0 9.53 0.9 0.60 5.15
cross walls 4.0 2.27 0.9 0.60 4.90
platform 1.0 7 0.6 0.60 2.52
deduction 12.0 1.2 1.2 0.60 -10.37
Total 45.25 128.20 5801.00
2
column footings 12.0 1.2 1.2 0.20 3.46
alround 1.0 31.72 0.9 0.20 5.71
long wall 1.0 9.53 0.9 0.20 1.72
cross walls 4.0 2.27 0.9 0.20 1.63
platform 1.0 7 0.6 0.20 0.84
deduction 12.0 1.2 1.2 0.20 -3.46
Total 9.90 1560.60 15450.00
3
column footings 12.0 1.2 1.2 0.30 5.18
alround 1.0 31.72 0.9 0.30 8.56
long wall 1.0 9.53 0.9 0.30 2.57
cross walls 4.0 2.27 0.9 0.30 2.45
platform 1.0 7 0.6 0.15 0.63
deduction 12.0 1.2 1.2 0.30 -5.18
14.21 4605.79 65448.00
4
first footing 1.0 28.96 0.6 0.60 10.43
second footing 1.0 28.96 0.45 0.45 5.86
third footing 1.0 28.96 0.3 0.30 2.61
long wall first footing 1.0 8.84 0.6 0.60 3.18
long wall second footing 1.0 8.84 0.45 0.45 1.79
long wall third footing 1.0 8.84 0.3 0.30 0.80
cross walls first footing 4.0 2.04 0.6 0.60 2.94
cross walls second footing 4.0 2.04 0.45 0.45 1.65
cross walls third footing 4.0 2.04 0.3 0.30 0.73
platform 7.0 0.6 0.6 0.45 1.13
platform 7.0 0.3 0.45 0.30 0.28
31.40 3838.39 120525.00
5
12 0.4305 5.166 8632.50 44595.00
Amount
Earth work excavation in all type of soils with intial lead
and lift etc complete
Filling the Foundation with sand including
cost,conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
RR Masonary with CM(1:6) using rough stone (HBG)
including cost and conveyance of all the materials etc
complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Columns footing
TELANGANA DRINKING WATER SUPPLY PROJECT -
SEGMENT-12 IN NIZAMABAD DISTRICT
Detailed cum abstract Estimate
Name of the Sub work : Construction of Watch man and Operator Quarter at Rahapahad Pump House
Sl.N
o DescriptionDimensions
Qty Rate
Nos L B DAmount
Earth work excavation in all type of soils with intial lead
Sl.N
o DescriptionDimensions
Qty Rate
6
Door 1 2.0 2.25 0.23 0.23 0.24
Door 2 4.0 2.1 0.23 0.23 0.44
Door 3 2.0 1.65 0.23 0.23 0.17
Window 1 2.0 2.1 0.23 0.23 0.22
Window 2 2.0 1.8 0.23 0.23 0.19
ventilator 2.0 1 0.23 0.23 0.11
1.37 10739.38 14713.00
7
Columns 12.0 0.23 0.23 5.03 3.19 10395.12 33160.00
8
Beams(F) 1.0 27.515 0.23 0.30 1.90
Beams(R) 1.0 27.515 0.23 0.30 1.90
3.80 10852.43 41239.00
8
Beams(F) 1.0 27.515 0.23 0.30 1.90
Beams(R) 1.0 27.515 0.23 0.30 1.90
3.80 10852.43 41239.00
9
Door 1 2.0 1.05 0.6 0.0625 0.08
Window 1 2.0 1.2 0.6 0.0625 0.09
Window 2 2.0 0.9 0.6 0.0625 0.07
0.24 10715.40 2572.00
10
1.0 9.76 6.56 64.03 13116.76 83987.00
11
out side 1.0 50.78 0.23 3.15 36.79
inside 2.0 6 0.1 3.15 3.78
inside 2.0 2.5 0.1 3.15 1.58
Deductions
Door 1 2.0 1.05 2 0.23 -0.97
Door 2 4.0 0.9 2 0.10 -0.72
Door 3 2.0 0.75 2 0.10 -0.30
Window 1 2.0 1.2 1.2 0.23 -0.66
Window 2 2.0 0.9 1.2 0.23 -0.50
out side Coulmns 10.0 0.23 0.23 3.00 -1.59
Ventilators 2.0 0.6 0.23 0.23 -0.06
37.35 5054.37 188781.00
Brick Masonry with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Lintel Beams
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Plinth Beams
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades
of Size 75 mm thick at one end 50mm other end and
600mm width ,including cost and conveyance of all the
materials,but excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Roof Slab with
125mm Thick
Nos L B DAmount
Earth work excavation in all type of soils with intial lead
Sl.N
o DescriptionDimensions
Qty Rate
12
Door 1 of 2.00 x 1.05 mts 2 LS 10000.00
Door 2 of 2.00 x 0.90 mts 4 LS 14000.00
Door 3 of 2.00 x 0.75 mts 2 LS 6000.00
13
Window 1 of size 1.20 X 1.20 mts2 LS 6000.00
Window 2 of size 0.90 X 1.20 mts2 LS 4000.00
14
Hall 2 2.94 2.94 17.29
bed room 2 3.47 2.94 20.40
Kitchen 2 2.44 1.57 7.66
Toilets 2 2.44 1.14 5.56
Platform 1 7.00 0.6 4.20
55.11 6675.49 36789.00
15
Inside & out side A/R 1 114.64 3.15 361.12
Deductions
Door 1 2 1.05 2 -4.20
Door 2 4 0.90 2 -7.20
Door 3 2 0.75 2 -3.00
Window 1 2 1.20 1.2 -2.88
Window 2 2 0.90 1.2 -2.16
Ventilators 2 0.60 0.23 -0.28
341.40 2933.41 100147.00
16
Roof slab 1 9.76 6.56 64.03 1542.40 9876.00
18
341.40 1029.89 35160.00
Snowcem painting including cost and conveyance of all
the materials ect complete.
Supply and fixing of the Sal Wood Door With angular
frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour
charges ect complete.
Supply and fixing of the Sal Wood Windows of Size 0.9 X
1.20m With angular frame CR Sheet including fixtures ,
fasteners including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC(1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm
thick including cost and conveyance of all the materials
ect complete.
Cement plastering with CM(1:5),8mm thick and CM
(1:3) 4mm thick including cost and conveyance of all the
materials ect complete.
Accoproof plastering with CM(1:5),12mm thick
including cost and conveyance of all the materials ect
complete.
Nos L B DAmount
Earth work excavation in all type of soils with intial lead
Sl.N
o DescriptionDimensions
Qty Rate
19
Door 1 2 1.05 2 4.20
Door 2 4 0.90 2 7.20
Door 3 2 0.75 2 3.00
Window 1 2 1.20 1.2 2.88
Window 2 2 0.90 1.2 2.16
19.44 2136.60 4154.00
20
3.60 51392.61 184774.00
Provision towards Electricity 100000.00
Provision towards Water supply and Sanitation 100000.00
21
2 LS 10000.00
1278410.00
22
121590.00
TOTAL 1400000.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Synthatic Enamel painting over primary coat and Enamel
painting in two caots including csot and conveyance of all
the materials ect complete
Supply and placing of the HYSD bars, fabrication
including cost and conveyance of all the materials etc
complete.
Supply and fixing of the Ready made Ventilaters of Size
0.9x0.23including csot and conveyance of the all the
materials , labour charges ect complete.
Unforeseen items
Est.Cost Rs 14.00 lakhs
Nos L B D
1
column footings 12.0 1.2 1.2 1.50 25.92
alround 1.0 31.72 0.9 0.60 17.13
long wall 1.0 9.53 0.9 0.60 5.15
cross walls 4.0 2.27 0.9 0.60 4.90
platform 1.0 7 0.6 0.60 2.52
deduction 12.0 1.2 1.2 0.60 -10.37
Total 45.25 128.20 5801.00
2
column footings 12.0 1.2 1.2 0.20 3.46
alround 1.0 31.72 0.9 0.20 5.71
long wall 1.0 9.53 0.9 0.20 1.72
cross walls 4.0 2.27 0.9 0.20 1.63
platform 1.0 7 0.6 0.20 0.84
deduction 12.0 1.2 1.2 0.20 -3.46
Total 9.90 1560.60 15450.00
3
column footings 12.0 1.2 1.2 0.30 5.18
alround 1.0 31.72 0.9 0.30 8.56
long wall 1.0 9.53 0.9 0.30 2.57
cross walls 4.0 2.27 0.9 0.30 2.45
platform 1.0 7 0.6 0.15 0.63
deduction 12.0 1.2 1.2 0.30 -5.18
14.21 4605.79 65448.00
4
first footing 1.0 28.96 0.6 0.60 10.43
second footing 1.0 28.96 0.45 0.45 5.86
third footing 1.0 28.96 0.3 0.30 2.61
long wall first footing 1.0 8.84 0.6 0.60 3.18
long wall second footing 1.0 8.84 0.45 0.45 1.79
long wall third footing 1.0 8.84 0.3 0.30 0.80
cross walls first footing 4.0 2.04 0.6 0.60 2.94
cross walls second footing 4.0 2.04 0.45 0.45 1.65
cross walls third footing 4.0 2.04 0.3 0.30 0.73
platform 7.0 0.6 0.6 0.45 1.13
platform 7.0 0.3 0.45 0.30 0.28
31.40 3838.39 120525.00
5
12 0.4305 5.166 8632.50 44595.00
Amount
Earth work excavation in all type of soils with intial lead
and lift etc complete
Filling the Foundation with sand including
cost,conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
RR Masonary with CM(1:6) using rough stone (HBG)
including cost and conveyance of all the materials etc
complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Columns footing
TELANGANA DRINKING WATER SUPPLY PROJECT -
SEGMENT-12 IN NIZAMABAD DISTRICT
Detailed cum abstract Estimate
Name of the Sub work : Construction of Watch man and Operator Quarter at Krishna Nagar T Pump House
Sl.N
o DescriptionDimensions
Qty Rate
Nos L B DAmount
Earth work excavation in all type of soils with intial lead
Sl.N
o DescriptionDimensions
Qty Rate
6
Door 1 2.0 2.25 0.23 0.23 0.24
Door 2 4.0 2.1 0.23 0.23 0.44
Door 3 2.0 1.65 0.23 0.23 0.17
Window 1 2.0 2.1 0.23 0.23 0.22
Window 2 2.0 1.8 0.23 0.23 0.19
ventilator 2.0 1 0.23 0.23 0.11
1.37 10739.38 14713.00
7
Columns 12.0 0.23 0.23 5.03 3.19 10395.12 33160.00
8
Beams(F) 1.0 27.515 0.23 0.30 1.90
Beams(R) 1.0 27.515 0.23 0.30 1.90
3.80 10852.43 41239.00
8
Beams(F) 1.0 27.515 0.23 0.30 1.90
Beams(R) 1.0 27.515 0.23 0.30 1.90
3.80 10852.43 41239.00
9
Door 1 2.0 1.05 0.6 0.0625 0.08
Window 1 2.0 1.2 0.6 0.0625 0.09
Window 2 2.0 0.9 0.6 0.0625 0.07
0.24 10715.40 2572.00
10
1.0 9.76 6.56 64.03 13116.76 83987.00
11
out side 1.0 50.78 0.23 3.15 36.79
inside 2.0 6 0.1 3.15 3.78
inside 2.0 2.5 0.1 3.15 1.58
Deductions
Door 1 2.0 1.05 2 0.23 -0.97
Door 2 4.0 0.9 2 0.10 -0.72
Door 3 2.0 0.75 2 0.10 -0.30
Window 1 2.0 1.2 1.2 0.23 -0.66
Window 2 2.0 0.9 1.2 0.23 -0.50
out side Coulmns 10.0 0.23 0.23 3.00 -1.59
Ventilators 2.0 0.6 0.23 0.23 -0.06
37.35 5054.37 188781.00
Brick Masonry with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Lintel Beams
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Plinth Beams
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades
of Size 75 mm thick at one end 50mm other end and
600mm width ,including cost and conveyance of all the
materials,but excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Roof Slab with
125mm Thick
Nos L B DAmount
Earth work excavation in all type of soils with intial lead
Sl.N
o DescriptionDimensions
Qty Rate
12
Door 1 of 2.00 x 1.05 mts 2 LS 10000.00
Door 2 of 2.00 x 0.90 mts 4 LS 14000.00
Door 3 of 2.00 x 0.75 mts 2 LS 6000.00
13
Window 1 of size 1.20 X 1.20 mts2 LS 6000.00
Window 2 of size 0.90 X 1.20 mts2 LS 4000.00
14
Hall 2 2.94 2.94 17.29
bed room 2 3.47 2.94 20.40
Kitchen 2 2.44 1.57 7.66
Toilets 2 2.44 1.14 5.56
Platform 1 7.00 0.6 4.20
55.11 6675.49 36789.00
15
Inside & out side A/R 1 114.64 3.15 361.12
Deductions
Door 1 2 1.05 2 -4.20
Door 2 4 0.90 2 -7.20
Door 3 2 0.75 2 -3.00
Window 1 2 1.20 1.2 -2.88
Window 2 2 0.90 1.2 -2.16
Ventilators 2 0.60 0.23 -0.28
341.40 2933.41 100147.00
16
Roof slab 1 9.76 6.56 64.03 1542.40 9876.00
18
341.40 1029.89 35160.00
Snowcem painting including cost and conveyance of
all the materials ect complete.
Supply and fixing of the Sal Wood Door With angular
frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour
charges ect complete.
Supply and fixing of the Sal Wood Windows of Size 0.9 X
1.20m With angular frame CR Sheet including fixtures ,
fasteners including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC(1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm
thick including cost and conveyance of all the materials
ect complete.
Cement plastering with CM(1:5),8mm thick and CM
(1:3) 4mm thick including cost and conveyance of all the
materials ect complete.
Accoproof plastering with CM(1:5),12mm thick
including cost and conveyance of all the materials ect
complete.
Nos L B DAmount
Earth work excavation in all type of soils with intial lead
Sl.N
o DescriptionDimensions
Qty Rate
19
Door 1 2 1.05 2 4.20
Door 2 4 0.90 2 7.20
Door 3 2 0.75 2 3.00
Window 1 2 1.20 1.2 2.88
Window 2 2 0.90 1.2 2.16
19.44 2136.60 4154.00
20
3.60 51392.61 184774.00
Provision towards Electricity 100000.00
Provision towards Water supply and Sanitation 100000.00
21
2 LS 10000.00
1278410.00
22
121590.00
TOTAL 1400000.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Synthatic Enamel painting over primary coat and Enamel
painting in two caots including csot and conveyance of all
the materials ect complete
Supply and placing of the HYSD bars, fabrication
including cost and conveyance of all the materials etc
complete.
Supply and fixing of the Ready made Ventilaters of Size
0.9x0.23including csot and conveyance of the all the
materials , labour charges ect complete.
Unforeseen items
Est.Cost Rs 14.00 lakhs
Nos L B D
1
column footings 12.0 1.2 1.2 1.50 25.92
alround 1.0 31.72 0.9 0.60 17.13
long wall 1.0 9.53 0.9 0.60 5.15
cross walls 4.0 2.27 0.9 0.60 4.90
platform 1.0 7 0.6 0.60 2.52
deduction 12.0 1.2 1.2 0.60 -10.37
Total 45.25 128.20 5801.00
2
column footings 12.0 1.2 1.2 0.20 3.46
alround 1.0 31.72 0.9 0.20 5.71
long wall 1.0 9.53 0.9 0.20 1.72
cross walls 4.0 2.27 0.9 0.20 1.63
platform 1.0 7 0.6 0.20 0.84
deduction 12.0 1.2 1.2 0.20 -3.46
Total 9.90 1560.60 15450.00
3
column footings 12.0 1.2 1.2 0.30 5.18
alround 1.0 31.72 0.9 0.30 8.56
long wall 1.0 9.53 0.9 0.30 2.57
cross walls 4.0 2.27 0.9 0.30 2.45
platform 1.0 7 0.6 0.15 0.63
deduction 12.0 1.2 1.2 0.30 -5.18
14.21 4605.79 65448.00
4
first footing 1.0 28.96 0.6 0.60 10.43
second footing 1.0 28.96 0.45 0.45 5.86
third footing 1.0 28.96 0.3 0.30 2.61
long wall first footing 1.0 8.84 0.6 0.60 3.18
long wall second footing 1.0 8.84 0.45 0.45 1.79
long wall third footing 1.0 8.84 0.3 0.30 0.80
cross walls first footing 4.0 2.04 0.6 0.60 2.94
cross walls second footing 4.0 2.04 0.45 0.45 1.65
cross walls third footing 4.0 2.04 0.3 0.30 0.73
platform 7.0 0.6 0.6 0.45 1.13
platform 7.0 0.3 0.45 0.30 0.28
31.40 3838.39 120525.00
5
12 0.4305 5.166 8632.50 44595.00
TELANGANA DRINKING WATER SUPPLY PROJECT -
SEGMENT-12 IN NIZAMABAD DISTRICT
Detailed cum abstract Estimate
Name of the Sub work : Construction of Watch man and Operator Quarter at Pedhareddipet
Sl.N
o DescriptionDimensions
Qty Rate Amount
Earth work excavation in all type of soils with intial lead
and lift etc complete
Filling the Foundation with sand including
cost,conveyance ,watering and ramming etc complete.
CC(1:4:8)using 40 mm HBG metal icluding Cost and
conveyance of the all materials etc complete.
RR Masonary with CM(1:6) using rough stone (HBG)
including cost and conveyance of all the materials etc
complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Columns footing
Nos L B D
Sl.N
o DescriptionDimensions
Qty Rate Amount
Earth work excavation in all type of soils with intial lead6
Door 1 2.0 2.25 0.23 0.23 0.24
Door 2 4.0 2.1 0.23 0.23 0.44
Door 3 2.0 1.65 0.23 0.23 0.17
Window 1 2.0 2.1 0.23 0.23 0.22
Window 2 2.0 1.8 0.23 0.23 0.19
ventilator 2.0 1 0.23 0.23 0.11
1.37 10739.38 14713.00
7
Columns 12.0 0.23 0.23 5.03 3.19 10395.12 33160.00
8
Beams(F) 1.0 27.515 0.23 0.30 1.90
Beams(R) 1.0 27.515 0.23 0.30 1.90
3.80 10852.43 41239.00
8
Beams(F) 1.0 27.515 0.23 0.30 1.90
Beams(R) 1.0 27.515 0.23 0.30 1.90
3.80 10852.43 41239.00
9
Door 1 2.0 1.05 0.6 0.0625 0.08
Window 1 2.0 1.2 0.6 0.0625 0.09
Window 2 2.0 0.9 0.6 0.0625 0.07
0.24 10715.40 2572.00
10
1.0 9.76 6.56 64.03 13116.76 83987.00
11
out side 1.0 50.78 0.23 3.15 36.79
inside 2.0 6 0.1 3.15 3.78
inside 2.0 2.5 0.1 3.15 1.58
Deductions
Door 1 2.0 1.05 2 0.23 -0.97
Door 2 4.0 0.9 2 0.10 -0.72
Door 3 2.0 0.75 2 0.10 -0.30
Window 1 2.0 1.2 1.2 0.23 -0.66
Window 2 2.0 0.9 1.2 0.23 -0.50
out side Coulmns 10.0 0.23 0.23 3.00 -1.59
Ventilators 2.0 0.6 0.23 0.23 -0.06
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Lintel Beams
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Columns
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Plinth Beams
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Beams
VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades
of Size 75 mm thick at one end 50mm other end and
600mm width ,including cost and conveyance of all the
materials,but excluding the cost of the steel etc complete
VRCC(1:1.5:3) using 20 mm HBG metal including cost
and conveyance of all the materials,but excluding the
cost of the steel etc complete for Roof Slab with
125mm Thick
Brick Masonry with CM(1:6) using Second Class Bricks
including cost and conveyance of all the materials etc
complete
Nos L B D
Sl.N
o DescriptionDimensions
Qty Rate Amount
Earth work excavation in all type of soils with intial lead 37.35 5054.37 188781.00
12
Door 1 of 2.00 x 1.05 mts 2 LS 10000.00
Door 2 of 2.00 x 0.90 mts 4 LS 14000.00
Door 3 of 2.00 x 0.75 mts 2 LS 6000.00
13
Window 1 of size 1.20 X 1.20 mts2 LS 6000.00
Window 2 of size 0.90 X 1.20 mts2 LS 4000.00
14
Hall 2 2.94 2.94 17.29
bed room 2 3.47 2.94 20.40
Kitchen 2 2.44 1.57 7.66
Toilets 2 2.44 1.14 5.56
Platform 1 7.00 0.6 4.20
55.11 6675.49 36789.00
15
Inside & out side A/R 1 114.64 3.15 361.12
Deductions
Door 1 2 1.05 2 -4.20
Door 2 4 0.90 2 -7.20
Door 3 2 0.75 2 -3.00
Window 1 2 1.20 1.2 -2.88
Window 2 2 0.90 1.2 -2.16
Ventilators 2 0.60 0.23 -0.28
341.40 2933.41 100147.00
16
Roof slab 1 9.76 6.56 64.03 1542.40 9876.00
18
341.40 1029.89 35160.00
19
Door 1 2 1.05 2 4.20
Door 2 4 0.90 2 7.20
Door 3 2 0.75 2 3.00
Window 1 2 1.20 1.2 2.88
Window 2 2 0.90 1.2 2.16
19.44 2136.60 4154.00
Supply and fixing of the Sal Wood Door With angular
frame CR Sheet including fixtures , fasteners including
csot and conveyance of the all the materials , labour
charges ect complete.
Supply and fixing of the Sal Wood Windows of Size 0.9 X
1.20m With angular frame CR Sheet including fixtures ,
fasteners including csot and conveyance of the all the
materials , labour charges ect complete.
Flooring with CC(1:4:8) using 40mm HBG metal for
100mm thick and Top plastering with CM(1:3) ,20mm
thick including cost and conveyance of all the materials
ect complete.
Cement plastering with CM(1:5),8mm thick and CM
(1:3) 4mm thick including cost and conveyance of all
the materials ect complete.
Accoproof plastering with CM(1:5),12mm thick
including cost and conveyance of all the materials ect
complete.
Snowcem painting including cost and conveyance of
all the materials ect complete.
Synthatic Enamel painting over primary coat and Enamel
painting in two caots including csot and conveyance of all
the materials ect complete
Nos L B D
Sl.N
o DescriptionDimensions
Qty Rate Amount
Earth work excavation in all type of soils with intial lead20
3.60 51392.61 184774.00
Provision towards Electricity 100000.00
Provision towards Water supply and Sanitation 100000.00
21
2 LS 10000.00
1278410.00
22
121590.00
TOTAL 1400000.00
Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer
TDWSP Banswada / TDWSP Sub division TDWSP Division TDWSP Circle
Yellareddy Banswada/ Yellareddy Banswada Nirmal
Supply and placing of the HYSD bars, fabrication
including cost and conveyance of all the materials etc
complete.
Supply and fixing of the Ready made Ventilaters of Size
0.9x0.23including csot and conveyance of the all the
materials , labour charges ect complete.
Unforeseen items
Est.Cost Rs 48.00 lakhs
Nos L B D
1
column footings 16.0 1.2 1.2 1.50 34.56
long wall 1.0 340 0.9 0.75 229.50
Total 264.06 128.20 33852
2
column footings 16.0 1.2 1.2 0.30 6.91
long wall 1.0 340 0.9 0.30 91.80
98.71 4605.79 454638
3
first footing 1.0 340 0.6 0.75 153.00
second footing 1.0 340 0.45 0.45 68.85
third footing 1.0 340 0.3 0.30 30.60
Earth work excavation in all type of soils
with intial lead and lift etc complete
CC(1:4:8)using 40 mm HBG metal icluding
Cost and conveyance of the all materials etc
complete.
RR Masonary with CM(1:6) using rough stone
(HBG) including cost and conveyance of all
the materials etc complete
TELANGANA WATER GRID - SEGMENT 13 IN NIZAMABAD DISTRICT
Detailed cum abstract Estimate
Name of the Sub work : Construction of Compound wall at Peddareddipet Head Works, Krishna Nagar T
Pump House, Mumbojipet Pump House, Mustapur Pump House,
Sl.
NoDescription
DimensionsQty Rate Amount
third footing 1.0 340 0.3 0.30 30.60
252.45 3838.39 969002
4
16.0 0.4305 6.888 8632.50 59461
5
Columns 16.0 0.35 0.35 5.03 9.86 10395.12 102496
6
out side 1.0 340 0.23 1.80 140.76
Pillarsters 226.7 0.12 0.35 1.80 17.14
157.90 5054.37 798085
7
Inside & out side
A/R 1 680.92 1.80 1225.66
1 340.46 0.23 78.31
227 0.94 1.80 383.52
1687.49 2933.41 495010
Cement plastering with CM(1:5),12mm
thick including cost and conveyance of all the
materials ect complete.
VRCC(1:1.5:3) using 20 mm HBG metal
including cost and conveyance of all the
materials,but excluding the cost of the steel
etc complete for Columns footing
VRCC(1:1.5:3) using 20 mm HBG metal
including cost and conveyance of all the
materials,but excluding the cost of the steel
etc complete for Columns
Brick Msaonary with CM(1:6) using Second
Class Bricks including cost and conveyance of
all the materials etc complete
8
Same quantity as above 1687.49
1687.49 1029.89 173793
9
Gate 2 6.00 3 36.00
36.00 2136.60 7692
10
5.00 51392.61 256963
11 LS 400000
Levelling the ground with morrum soils & Land scaping etc., 1000000
4750992
1249008
� 48,00,000
Unforeseen items
TOTAL
Snowcem painting including cost and
conveyance of all the materials ect complete.
Synthatic Enamel painting over primary coat
and Enamel painting in two caots including
csot and conveyance of all the materials ect
complete
Supply and placing of the HYSD bars,
fabrication including cost and conveyance of
all the materials etc complete.
Supply and fixing of GATE
� 48,00,000
Asst. Executive Engineer Deputy Executive Engineer
TDWSP TDWSP Sub Division
Executive Engineer Superintending Engineer
TDWSP Division, Armoor TDWSP Circle Nirmal
TOTAL
FLOW DIAGRAM OF GRID 13 (SINGOOR- JUKKAL) NIZAMABAD DISTRICT
NAME OF THE GRID - GRID 13 (SINGOOR-JUKKAL)
NO OF HABS - 785
NO OF MANDALS - 16
NO OF MUNCIPALITIES - 1
NO OF ASSEMBLY SEGMENMTS - 4
(JUKKAL, BANSWADA, BODHAN, YELLAREDDY)
POPULATION - AS PER 2011 CENSUS --8,68,988
ULTIMATE POPULATION -- 12,15,983
NAME OF THE SOURCE - SINGUR PROJECT
REQUIRED RAW WATER QTY (2018)- 1.397 TMC
LENGTH OF PUMPING MAIN - 6.5 KMS
LENGTH OF TRUNK MAIN - 262 KMS
ESTIMATED COST - Rs: 1300.00 CRORES
LENGTH OF SUB TRUNK - 1309.55 KMS
GRAVITY MAINS
OHBR
SUMPS
HABITATIONS
PUMPING CLEAR WATER
PUMPING RAW WATER
NIZAMABAD