tender document tender no: ero/con/823/1170 dated-...

(A GOVT. OF INDIA ENTERPRISE)

9th Floor, 50, Chowringhee Road,

Kolkata – 700071

TENDER DOCUMENT

TENDER No: ERO/CON/823/1170 dated- 30.10.2020

Construction, Upgradation, Widening & Strengthening of Various Roads in Rajgangpur Block

of Sundargarh District, Odisha under DMF Scheme (PKG -VII)

VOLUME – III

Quoting Sheet

ENGINEERING PROJECTS (INDIA) LIMITED

In Figure In Words In Figure In Words

1

Construction, Upgradation, Widening &

Strengthening of Various Roads in

Rajgangpur Block of Sundargarh District,

Odisha under DMF Scheme (PKG -VII)

8,28,98,454.75₹

Add GST 12%

99,47,815.00₹

Total = 9,28,46,270.00₹

Seal & Sign of Bidder

Description Estimated Project

Cost

Quoted Percentage (%) on

Estimated Project CostAmount of Quoted Price (Rs.)

The Quoted price shall be inclusive of All Taxes, duties, cess & GST as depicted above. Bidder should fill up Annexure-AA clearly indicating cost and levies (GST, other Taxes & Cess)

ENGINEERING PROJECTS (INDIA) LTD.

(A Govt. of India Enterprise)

Eastern Regional Office, Kolkata

Price Bid

Name of Work : Construction, Upgradation, Widening & Strengthening of Various Roads in Rajgangpur Block of Sundargarh District, Odisha under DMF

Scheme (PKG -VII)


Sl

No.

Annexure - AA

1 GST

2Any other taxes

(please specify)

TOTAL=

ENGINEERING PROJECTS (INDIA) LTD.


Eastern Regional Office, Kolkata

Name of Work : Construction, Upgradation, Widening & Strengthening of Various Roads in Rajgangpur Block

of Sundargarh District, Odisha under DMF Scheme (PKG -VII)

Sl. No. ITEM DESCRIPTIONAmount of bid price on

which applicable (Rs)

Rate of the tax as on

seven (7) days prior to

last date of submission

Amount (Rs)


I Rs. 44,71,730.52

II Rs. 1,32,48,238.83

III Rs. 76,41,251.15

IV Rs. 40,22,487.33

V Rs. 68,32,909.90

VI Rs. 25,03,419.64

VII Rs. 1,78,42,530.82

VIII Rs. 27,60,919.93

IX Rs. 78,17,153.81

X Rs. 1,57,57,812.82

Total cost = Rs. 8,28,98,454.75

Rs. 99,47,815.00

Rs. 9,28,46,270.00

GENERAL ABSTRACT

Bhagattola chowk to Baragada

ENGINEERING PROJECTS (I) LTD.

(A GOVT. OF INDIA ENTERPRISES)

Grand Total

Bhagttola chowk to Kayupada

Bhagattola Chowk to Mangultopo

Bhagttola chowk to Sankhapani

Bhagttola Chowk to Tungritola

Bhagattala Chowk to Majhipada (Mayapada)

Malidihi Chowk to Nakepada

Ranipia School Chowk to Sunilxaxapad

Rengalbeda to Dhatumbarna


Kuchinda chowk to Dhatumbarna

ADD GST 12 % =

Name of Work : Construction, Upgradation, Widening & Strengthening of Various Roads in

Rajgangpur Block of Sundargarh District, Odisha under DMF Scheme (PKG -VII)

1. Road Work

I) BT surface Road Rs. 43,73,077.61

II) Road Furniture

a) Different Item of Furniture Rs. 56,044.24

b) Logo Rs. 4,043.76

c) Guide Post Rs. 30,051.18

d) TBM PILLAR Rs. 2,632.25

e) REFEREANCE PILLER Rs. 5,881.48

Total cost = Rs. 44,71,730.52

Grand Total = Rs. 44,71,730.52

ABSTRACT



(AGOVT. OF INDIA ENTERPRISES)

Name of Road:- i) Bhagattola chowk to Baragada

Name of Work : Construction, Upgradation, Widening & Strengthening of Various Roads in Rajgangpur

Block of Sundargarh District, Odisha under DMF Scheme (PKG -VII)

i) Bhagattola chowk to Baragada

Sr. No.MORD

Clause No.Description of Items Units Quantity Rate

Amount

(Rs)

1 2 3 4 5 6 7

SITE CLEARANCE

1. 201 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,

shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut

earlier and disposal of unserviceable materials and stacking of serviceable material to be

used or auctioned, upto a lead of 1000 m including removal and disposal of top organic

soil not exceeding 150 mm in thickness as per MoRD Specification for Rural roads Clause

201 by manual means as per the direction of the Engineer in charge.Sqm 4650.00 1.47 6,835.50

2. 303 Loosening the ground upto a level of 300mm below the sub-grade level watered &

graded, compacted in layers to meet the requirement of Table 300.1 and 300.2 for sub-

grade construction as per Technical Specification Clause 303.5.2

Road On Existing Crust Cum 837.00 19.62 16,421.94

EARTHWORK

4. State S/R Construction of embankment with approved material obtained from borrow pits with all

lead and lift, transporting to site, spreading, grading to required slope and compacting to

meet requirement as per MoRD Rural roads Specification Clause 301as per the direction of

Engineer in charge by manual means.

With mechanical lead upto 1000m Cum 1418.13 170.53 2,41,833.71 -

5. 301.5 Construction of embankment with approved materials deposited at site from roadway

cutting and excavation from drain and foundation of other structures graded and

compacted to meet requirement as per MORD technical Specification Clause 301 and

direction of the Engineer in Charge (excluding cost of excavation and transportation to

site).

Cum 45.72 28.58 1,306.68

6.

402.0 Provideing laying & spreading L.D slag sub-base in layers not exceeding 100mm watering

and compacting to the required density in O.M.C with PRR but excluding cost and

conveyance of sub base materials.

Granular Sub-Base 0.00

LD SLAG Cum 593.23 543.60 3,22,479.28

7. 402.0 Construction of Shoulder with approved materials like Moorum obtained from locality with

all lift and leads transporting to site, spreading, grading to required slope and compacting

to meet requirement of tables 300.2 with all lead and lifts as per Technical Specification

clause 303.1

Moorum Shoulder Cum 313.88 387.77 1,21,713.25

8. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-

base / base course on well prepared surface and compacting with vibratory roller to

achieve the desired density.

Wet Mix Macadam Cum 823.92 1895.04 15,61,361.36

BITUMINOUS WORKS

9. 502.0 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of

granular base including cleaning of road surface and spraying primer at the rate of 0.70-

1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for

low porosity surface and as per direction of Engineer-in-Charge.

PRIME COAT Sqm 3661.88 25.68 94,036.95

Engineering Projects (I) Ltd.


1/I) CONSTRUCTION OF ROAD (BT ROAD)

Name of Work : Construction, Upgradation, Widening & Strengthening of Various Roads in Rajgangpur Block of Sundargarh District, Odisha under

DMF Scheme (PKG -VII)



Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






10. 503.0 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor

at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with

primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD

& as per direction of Engineer-in-Charge.

TACK COAT Sqm 7323.75 9.10 66,646.13

11. Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of

specified grading, premixed with bituminous binder of 60/70 grade of Bitumen,

transported to site, laid over a previously prepared surface with a hydrostatic paver

finisher with sensor control to the required grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per

clause 504 of MoSRT&H Specifications for Road and Bridge work-

Bituminous Macadam 50mm thickCum 183.09 6050.06 11,07,728.17

12. Providing and laying semi dense bituminous concrete with batch type hot mix plant using

crushed aggregates of specified grading, premixed with bituminous binder of 60/70

penetration grade of bitumen, transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to the required grade, level and alignment,

rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th

Revision) -

Semi dense bituminous concrete 25mm thick Cum 91.55 7656.10 7,00,892.03

13. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of

surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and

free from streaks and holes.

Sqm 292.95 388.65 1,13,855.02

14. 309.0 Fine dressing and turfing including transportation by mechanical means with all lead and

lift and placing of turf in position and ramming with thapies and including watering and

cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as

per direction of the Engineer in Charge.

TURFINGSqm 976.50 18.40 17,967.60

Sub-total Rs 43,73,077.61

1/II) ROAD FURNITURE

1. 1700 Providing and fixing 'Logo' of DMF Project

Providing and fixing of typical DMF informatory sign board with Logo as per MORD

specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly

welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be

welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the

lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75

mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks

of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate

will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will

be stove enamelled on both sides. Lettering and printing arrows, border etc. will be

painted with ready mixed synthetic enamel paint of superior quality in required shade and

colour. All sections of framed posts and steel tube will be painted with primer and two

coats of epoxy paint as per drawing Clause Annexure 300,800,1700 of MORD as per

direction of the Engineer in charge

Nos 2 8600.05 17,200.10

2. 1700 Providing and Fixing of DMF Citizen Information board.

II/a) DIFFERENT ITEMS OF FURNITURE


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






Providing and fixing of typical DMF citizen information board as per MORD specifications

and drawing. Three MS Plates of 50x5mm mm thick, back plate duly welded with 75mm

dia steel tubes back on edges as per drawings. The upper & lower plate will be welded

with MS flat iron frame of 50mmx5mm. The steel tubes duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level.All M.S. will

be stove enameled on both sides. Lettering and printing arrows, border etc. will be



coats of epoxy paint as per drawing Clause 1701 and Annexture 1700.1.

Nos 1 17219.67 17,219.67

3. 1700 Cautionary and mandatory Signs

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board

as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray

colour on back with red reflective border of 65 mm width and required letters and figures

with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of

required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet

tube firmly fixed to the ground by mean of properly designed foundations with M-15

grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved

drawing Clause 300,800,1700 as per direction of the Engineer in charge.(600 mm square)

Nos 5 1445.4 7,227.00

4. 1700 Fixing of Ordinary KM stone -

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8

fixing in position including painting and printing, etc as per drawing and MORD technical

Specification Clause 1703 as per direction of the Engineer in charge

Nos 1 1818.42 1,818.42

5. 1700 Fixing of 200mtr stone




Nos 5 510.22 2,551.10

6. 1700 Direction & place identification signs

Providing and erecting direction and place identifications of semi reflective sign boards of

size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enamelled

paint in white colour in front and grey colour on back with red reflective border of 70 mm

width and required message, letters, figures with reflective engineering grade tape as per

MORD specifications of required shade and colour. Supported and welded on 47 mm x

47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm

M/s flat iron on edges on back firmly fixed to the ground by means of properly designed

foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm

below ground level as per approved drawing and MORD technical Specification Clause

300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)

Nos 5 2005.59 10,027.95

Sub-total Rs 56,044.24

II/b) LOGO

Village Board

1. Earthwork in excavation for foundation of structures in all types of soil as per drawing

and technical specification Clause 305 and 1104 of MoRD including setting out,

construction of shoring and bracing, removal of stumps and other deleterious material and

disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated

suitable material upto 3mt. as per direction of Engineer-in-Charge.

Cum 0.122 294.69 35.95


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






2. Providing concrete for plain / reinforced concrete in open foundation complete as per

drawing and MORD technical specification Clause 800,1100,1200 and as per direction of

Engineer-in-Charge.

Cum 0.122 4249.18 518.40

3. Logo 600×600mm size fixed with M.S. Angle 75x75x6mm including cost of all materials

etc complete

3/i). M.S. Angle Kg. 23.80 42 999.60

3/ii). Plate (area) Kg. 17.55 42 737.10

Add 3% of cost of angle & plate towards cost of fabrication, Drilling, Nuts, Bolts etc. =

Kg. 1.24 42 52.10

3/iii). Painting two coats including prime coat with epoxy paint of approved brand on

concrete/steel surfaces after through cleaning of surface to give an even shade as per

drawing and Technical Specification Clause 1701 of MORD.

Sqm. 1.17 64.79 75.80

3/iv). Printing new letter and figures of any shade with synthetic enamel paint black or any

other approved colour to give an even shade as per drawings and Technical Specification

Clause 1701.Sqm. 1380 1.01 1393.80

3/v). Transportation and fixing same as 5th Km stone

50 HP Tractor with trolley for 6 no Hour 6.0 231 231.00

Rs. 4,043.76

The Cost for fixing of Logo 1 X 4117.19 = Rs. 4,043.76

II/c) GUIDE POST



construction of shoring and bracing, removal of stumps and other deleterious material and

disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated

suitable material upto 3mt. as per direction of Engineer-in-Charge.

Cum 0.05 294.69 14.73



Engineer-in-Charge.

Cum 0.04 4249.18 169.97

3. Plain/reinforced cement concrete in sub-structure complete as per drawings and MORD

technical specification Clauses 800,1200 and as per direction of the Engineer in charge

i) R.C.C grade M 20Cum 0.03 5624.47 168.73

ii) Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings

and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in

charge

Steel reinforcement @ 1 Qntl per cum T 0.003 59674.66 179.02

iii) Painting two coats including prime coat with epoxy paint of approved brand on



Sqm 0.41 64.79 26.56

Transportation and fixing same as 200Mtr stone

Considering 50 HP Tractor with trolley for 33 no for 1 no

hour 6.00 231.00 42.00

Rs. 601.02

The Cost for fixing of Guide-post100.00 X 659.49 = Rs. 30,051.18

II/d) TBM PILLAR


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






1. Earthwork in excavation for foundation of structures in all types of soil as per

drawing and technical specification Clause 305 and 1104 of MoRD includding

setting out, construction of shoring and bracing, removal of stumps and other

deleterious material

Quantity Cum 0.11 294.69 32.42

2. Providing concrete for plain / reinforced concrete in open foundation complete as

per drawing and MORD technical specification Clause 800,1100,1200 and as

per direction of Engineer-in-Charge.

PCC (1:3:6 Nominal Mix) Foundation Bed

Cum 0.05 4249.18 229.46

3. Plain/reinforced cement concrete in sub-structure complete as per drawings and

MORD technical specification Clauses 800,1200 and as per direction of the

Engineer in charge

Nominal Mix M-15 Wall Cum 0.06 4355.01 264.57

Total Rs. 526.45

The Cost for 05 Nos. TBM Pillar Nos. 5.00 Rs. 2632.25

II/e) REFERANCE PILLAR

1. Earthwork in excavation for foundation of structures in all types of soil as per

drawing and technical specification Clause 305 and 1104 of MoRD includding

setting out, construction of shoring and bracing, removal of stumps and other

deleterious material

Quantity Cum 0.10 294.69 29.47

2. Providing concrete for plain / reinforced concrete in open foundation complete as

per drawing and MORD technical specification Clause 800,1100,1200 and as

per direction of Engineer-in-Charge.

PCC (1:3:6 Nominal Mix) Foundation Bed

Cum 0.02 4249.18 101.98

3. Plain/reinforced cement concrete in sub-structure complete as per drawings and

MORD technical specification Clauses 800,1200 and as per direction of the

Engineer in charge

(1:2:4) Nominal Mix M-20 Cum 0.03 4867.22 131.41

4. Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per

drawings and MORD technical specification Clauses 1000,1200 as per direction

of the Engineer in charge

0.000075 59674.66 4.48

Total Rs. 267.34

The Cost for 22 nos. Reference Pillar Nos. 22.00 Rs. 5881.48

1. Road Work


II) Concrete Road Rs. 10,97,865.19

III) Toe Wall Rs. 17,48,219.36

IV) Cement Concrete Drain Rs. 2,56,418.51

V) Road Furniture

a) Different Items of Road Furniture Rs. 59,337.19

b) Logo Rs. 4,051.90


d) TMB Pillar Rs. 3,593.80 e) Reference Pillar Rs. 8,588.01

Total Road Work = Rs. 1,10,54,585.28

2 Cross-Drainage Structures

I) R.C.C. Slab Culvert 1x6x2.5 Mtr Ch-0+880K.M Rs. 17,85,692.69

II) RCC Slab Culvert 1x2x1.5 Mtr Ch-1+200K.M Rs. 3,95,470.50 III) DISMANTALING Ch-0+880K.M 12,490.36

Total Cross Drainage Work = Rs. 21,93,653.55

Grand Total = Rs. 1,32,48,238.83



ABSTRACT



(A GOVT. OF INDIA ENTERPRISES)

Name of Road :- ii) Bhagttola chowk to Kayupada

ii) Bhagttola chowk to Kayupada

Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7

SITE CLEARANCE






201 by manual means as per the direction of the Engineer in charge.

Sqm 7500.00 1.47 11,025.00





EARTHWORK



meet requirement as per MoRD Rural roads Specification Clause 301 as per the direction

of Engineer in charge by manual means.

Cum 10088.17 170.53 17,20,335.63





site).

Cum 940.52 28.58 26,880.06

5. 402.0 Providing laying & spreading L.D slag sub-base in layers not exceeding 100mm watering



Granular Sub-BaseLD SLAG CEMENT Cum 825.42 583.60 4,81,715.11




clause 303.1

Moorum Shoulder Cum 504.23 387.77 1,95,525.27

As per State

S/R

Earth work in all kinds soil or ordinary soil in embankment, roads with M.D.D. not less

than 1.44gm/1.65gm per cc upto 3mtr high & top 0.5mtr below sub-grade level

respectively with initial lead & lift from borrow pit 5m. away from the toe line of final

section including rough dressing , breaking clods to maximum 5cm to 7cm & laying in

layers not exceeding 0.23m in depth etc. including removing all debrises & benching old

embankment complete (As per item 2(d) of AR-2006 Page-3). Sub-grade Cum 540.00 240.77 1,30,015.80

7. Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver

in sub- base / base course on well prepared surface and compacting with vibratory roller

to achieve the desired density.


BITUMINOUS WORKS



Name of Work : Construction, Upgradation, Widening & Strengthening of Various Roads in Rajgangpur Block of Sundargarh

District, Odisha under DMF Scheme (PKG -VII)




Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7










PRIME COATSqm 5095.13 25.71 1,30,995.79





TACK COAT Sqm 10190.25 9.11 92,833.18






clause 504 of MoSRT&H Specifications for Road and Bridge work

-

Bituminous Macadam 50mm thickCum 254.76 6106.51 15,55,694.49







Revision)

-

Semi dense bituminous concrete 25mm thick Cum 127.38 7715.64 9,82,818.22





Sqm 407.61 388.65 1,58,417.63





TURFINGSqm 2250.00 18.40 41,400.00


1. 300 Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity

including cutting and loading in tippers, trimming bottom and side slopes, inaccordance

with requirements of lines, grades and cross sections, and transporting to the

embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal

specification clause 302.3

Cum 182.25 35.02 6,382.40

1/II) CONSTRUCTION OF CONCRETE ROAD (CC ROAD)


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






2. Provideing laying & spreading L.D slag sub-base in layers not exceeding 100mm watering



LD SLAG CEMENT Cum 85.05 583.60 49,635.18



Engineer-in-Charge.


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






4. 1500 Construction of un-reinforced, plain cement concrete pavement thicken as per design,

over a prepared sub-base, with 43 grade cement or any other type as per Clause

1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size

of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2

cum capacity and appropriate weigh batcher using approved mix design, laid in approved

fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the form work as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and plate vibrators and

finished in continuous operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant near approaches to bridges

and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14

days, curing compound and water finishing to lines and grade as per drawing and

Technical Specification Clause 1501.Panels are to be made by cutting grooves of 3 to

5mm thick and 25 to 30mm deep in CC slab. The grooves are to be filled with VG-30

Bitumen with a spray of fine sand at top.Cum 196.88 5,291.79 10,41,847.62


1. Earth work in excavation for foundation of structures upto 3 m depth as per drawing and

technical specification Clause 1104 including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter, dressing of sides, bott Cum 264.00 294.69 77,798.16

2. Filling Sand in foundation in trenches as per drawing and technical specification clause

305.3.9Cum 52.80 749.90 39,594.72

3. Providing concrete for plain concrete of M-10 in open foundations complete as per

drawings and technical specification clause 802,803,1202,1203

Cum 274.40 4315.90 11,84,282.96

4. Providing and laying pitching on slopes laid over prepared filter media as per drawing and

Technical Specification clause 1302.

Cum 144.00 1610.33 2,31,887.52

5 Back filling behind abutment, wing wall and returnwall complete as per drawing &

technical specification Clause 1204.3.8

Cum 160.00 1024.50 1,63,920.00

6 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete

abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full

width of the structures with slope of 1(V):20(H) towards drawing face complete as per

drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction

of the Engineer in charge

Nos. 320.00 158.55 50,736.00


1. 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 side

Cum 110.50 294.69 32,563.25

2. Filling in foundation with sand trenches as per drawing and technical specification clause

3005.3.9 Cum 17.00 749.90 12,748.30

3. Providing PCC M-10 concrete for plain/reinforced concrete in open foundations complete

as per drawings and technical specification clause 802,803,1202,1203

Cum 17.00 4315.90 73,370.30

4. Providing PCC M-20concrete for plain/reinforced concrete in open foundations complete

as per drawings and technical specification clause 802,803,1202,1203

WallCum 27.00 4749.54 1,28,237.58

Wearing CourseCum 2.00 4749.54 9,499.08

1/III) PROTECTION WORK WITH TOE WALL

1/IV) CONSTRUCTION OF CONCRETE DRAIN


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7







1 V) ROAD FURNITURE














direction of the Engineer in charge

Nos 2 8615.49 17,230.98











Nos 1 17252.75 17,252.75









drawing Clause 300,800,1700 as per direction of the Engineer in charge.(600 mm

square)

Nos 5 1453.13 7,265.65





Nos 2 1835.83 3,671.66


V/a) DIFFERENT ITEMS OF FURNITURE


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7









Nos 7.5 513.28 3,849.60


Providing and erecting direction and place identifications of semi reflective sign boards of









300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)

Nos 5 2013.31 10,066.55


Village Board



construction of shoring and bracing, removal of stumps and other deleterious material

and disposal upto all lead & lift, dressing of sides and bottom and back filling with

excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.

Cum 0.122 294.69 35.95



Engineer-in-Charge.

Cum 0.122 4315.90 526.54


etc complete

3/i). M.S. Angle Kg. 23.80 42 999.60

3/ii). Plate (area) Kg. 17.55 42 737.10


Kg. 1.24 42 52.10




Sqm. 1.17 64.79 75.80



Clause 1701.

Sqm. 1380 1.01 1393.80


50 HP Tractor with trolley for 6 noHour 6 231.00 231.00

Rs. 4,051.90

The Cost for fixing of Logo1 X 4109.83 = Rs. 4,051.90

V/c) GUIDE POST

V/b) LOGO


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7











Cum 0.05 294.69 14.73



Engineer-in-Charge.

Cum 0.04 4315.90 172.64



i) R.C.C grade M 20 Cum 0.03 5697.32 170.92



charge

Steel reinforcement @ 1 Qntl per cum T 0.003 59651.21 178.95




Sqm 0.41 64.79 26.56


Considering 50 HP Tractor with trolley for 33 no for 1 nohour 6.00 231.00 42.00

Rs. 605.81

The Cost for fixing of Guide-post 50.00 X 655.12 Rs. 30,290.38

V/d) TBM Pillar

1 Earthwork in excavation for foundation of structures in all types of soil as per drawing

and technical specification Clause 305 and 1104 of MoRD includding setting out,


Quantity Cum 0.11 294.69 32.42

2 Providing concrete for plain / reinforced concrete in open foundation complete as per


Engineer-in-Charge.

PCC (1:3:6 Nominal Mix) Foundation BedCum 0.05 4,315.90 215.80

Plain/reinforced cement concrete in sub-structure complete as per drawings and MORD


Nominal Mix M-15 WallCum 0.06 4,419.82 265.19

513.40

The Cost for TBM Pillar No 7.00 3,593.80

V/d) REFERENCE PILLAR




QuantityCum 0.10 294.69 29.47


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7








Engineer-in-Charge.

PCC (1:3:6 Nominal Mix) Foundation Bed Cum 0.02 4315.90 86.32



(1:2:4) Nominal Mix M-20 Cum 0.03 4937.15 148.11

4. Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings


charge Ton 0.000075 59651.21 4.47

268.38

The Cost for Reference Pillar Nos 32.00 Rs 8,588.01





excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.For 1Nos. cum 328.22 294.69 96,723.15

2. Providing and constructing well compacted drainage layer above the subgrade of

roadwork with approved quality of dust free washed coarse to medium sand as per

Clauses 5.8 and 6.6 of SP:20-2002.

-

For 1Nos. cum 8.55 749.90 6,411.65



Engineer-in-Charge.

-

For 1Nos. cum 22.41 4,185.40 93,794.81

4. P C C-M15 in foundation -

For 1Nos. cum 90.57 4,419.82 4,00,303.10



-

For 1Nos. cum 58.24 4,419.82 2,57,410.32

6. Providing and laying reinforced cement concrete in superstructure as per drawing and

technical specifications Clauses 800, 1205.4 and 1205.5

-

For 1Nos. Sqm 11.86 5,692.54 67,513.52

7. Providing and laying reinforced cement concrete in superstructure as per drawing and

technical specifications Clauses 800, 1205.4 and 1205.5

-

For 1Nos.cum 24.58 5,830.52 1,43,314.18

8. Tar paper bearing -

For 1No.Sqm 8.25 14.47 119.38



-

R .C .C M-25 in superstructure-

For 1Nos.cum 19.69 6,175.46 1,21,594.81

10. Providing and laying cement concrete wearing course M30 grade including

reinforcement complete as per drawing and technical specifications Clauses 800 and

1206.3

-

2/I) CONSTRUCTION OF R.C.C. SLAB CULVERT 1X6.0x2.5m Slab 0+880k.m


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






For 1Nos. cum 3.82 5,393.91 20,604.74



charge.

-

For 1Nos.MT 5.61 59,638.32 3,34,570.98

12. Providing and laying filter media with granular crushed aggregates as per specification to

a thickness of not less than 600 mm with smaller size towards the soil and bigger size

towards the wall and providing over the entire surface behind abutment, wing wall, return

wall to the full height, compacted to firm condition complete as per drawing and MORD

technical specification Clause 1204.3.8 and as per direction of the Engineer in charge -

For 1Nos.cum 31.40 1,960.00 61,544.00

13. Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete




of the Engineer in charge-

For 1Nos. Rm 85.20 158.55 13,508.46

14. Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as

per drawing and technical specifications

-

For 1Nos.Sqm 5.63 307.21 1,729.59

15. Grouting approns & revertments 2.3cm deep with (1:3:6) with 40mm down graded size

H.G.metal -

For 1Nos.Sqm 5.91 294.27 1,739.14

16. Providing and laying Pitching on slopes laid over prepared filter media including boulder

apron laid dry in front of toe of embankment complete as per drawing and Technical

specifications

-

For 1Nos. cum 46.89 1,610.33 75,508.37

17. Painting two coats including prime coat with epoxy paint of approved brand on



-

For 1Nos.Sqm 20.48 76.04 1,557.30

18. Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size

aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500,

centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing

and technical specifications Clauses 800, 900 and 1208.3-

For 1No Rm 15.200 5,772.71 87,745.19

Total 17,85,692.69

1. Earth work in excavation of foundation of structures as per drawing and technical

specification, including setting out, construction of shoring and bracing, removal of

stumps and other deleterious matter, dressing of sides and bottom and backfilling with

approved material. Excavation for Structures / MORT&H Technical Specification no- 304....

Total Qty. for 1 No. Cum 65.620 294.69 19,337.56




Cum 20.100 749.90 15,072.99

2/II) 2X1200MM DIA HPC Chainage-1+200


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






3. Cement concrete (M-15) with 40 mm size C.B. Metal of approved quality as per approved

drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes

of all materials conforming to the MORTH techanical specification.

Cum 11.260 4185.40 47,127.60

4. M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and

Technical Specifications.

Cum 34.790 4419.82 1,53,765.54

5. Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on

first class bedding of granular material in single row including fixing collar with cement

mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

works in head walls and parapets . Rm 15.000 8248.11 1,23,721.65

6. Providing and laying Filter material underneath pitching in slopes complete as per drawing

and Technical specification

Cum 3.170 807.04 2,558.32

7. Providing and laying Pitching on slopes laid over prepared filter media including boulder

apron laid dry in front of toe of embankment complete as per drawing and Technical

specifications.

18.53 1610.33 29,839.41

8. Painting two coats including prime coat with epoxy paint of approved brand on



Sqm 62.47 64.79 4,047.43

Total 3,95,470.50

2/III) DETAILED ESTIMATE FOR DISMANTALING SOIL CONSERVATION (0+880K.M)

1. 202 Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture

comprising of masonry, cement concrete wood work, steel work, including T&P and

scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable

materials and stacking the serviceable materials with all lifts and lead of 1000m as per

Technical Specification Clause 202

Cum 10.55 1183.92 12,490.36

1. Road Work


II) Concrete Road Rs. 5,50,709.78

III) Toe Wall Rs. 16,61,759.28

IV) Cement Concrete Drain Rs. 2,59,101.47

V) Road Furniture

a) Different Item of Furniture Rs. 55,695.98

b) Logo Rs. 4,057.59


d) Reference Pillar Rs. 4,874.04

e) TBM Pillar Rs. 2,073.83

iv). 600mm dia Double Row Rs.

xi). RCC BOX CELL CULVERTS (1x6x2) 0 Nos Rs.I) R.C.C. Slab Culvert 1x4x1.5 Mtr Rs. 12,78,496.27

Total Cross Drainage Work = Rs. 12,78,496.27

Total Sl. No. (1+2) = 76,41,251.15


(AGOVT. OF INDIA ENTERPRISES)

Name of Road :- iii) Bhagattola Chowk to Mangultopo

ABSTRACT




iii) Bhagattola Chowk to Mangultopo

Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7

SITE CLEARANCE






201 by manual means as per the direction of the Engineer in charge.

Sqm 3750.00 1.47 5,512.50





EARTHWORK



meet requirement as per MoRD Rural roads Specification Clause 301 as per the direction

of Engineer in charge by manual means.

With mechanical lead upto 1000mCum 3929.37 170.53 6,70,075.47





site).

Take 80% of excavation soil Cum 743.93 28.58 21,261.52

5. 402 Provideing laying & spreading L.D slag sub-base in layers not exceeding 100mm watering


conveyance of sub base materials. Cum 412.07 611.59 2,52,017.89




clause 303.1

Moorum Shoulder Cum 251.78 387.77 97,632.73

7. Earth work in all kinds soil or ordinary soil in embankment, roads with M.D.D. not less

than 1.44gm/1.65gm per cc upto 3mtr high & top 0.5mtr below sub-grade level

respectively with initial lead & lift from borrow pit 5m. away from the toe line of final

section including rough dressing , breaking clods to maximum 5cm to 7cm & laying in

layers not exceeding 0.23m in depth etc. including removing all debrises & benching old

embankment complete (As per item 2(d) of AR-2006 Page-3).

Sub-grade Cum 358.08 240.77 86,214.92

8. Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver

in sub- base / base course on well prepared surface and compacting with vibratory roller

to achieve the desired density.


BITUMINOUS WORKS








Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7










PRIME COAT Sqm 2543.63 25.72 65,422.16





TACK COAT Sqm 5087.25 9.12 46,395.72






clause 504 of MoSRT&H Specifications for Road and Bridge work

Macadam with Hot Mix Plant Cum 127.18 6146.02 7,81,650.82







Revision) Cum 63.59 7757.31 4,93,287.34





Sqm 193.80 388.65 75,320.37





TURFINGSqm 1237.50 18.40 22,770.00


1. 300 Earthwork in excavation for foundation of structures in all types of soil as per drawing





Cum 91.13 35.03 3,192.28

2. Provideing laying & spreading L.D slag sub-base in layers not exceeding 100mm watering


conveyance of sub base materials. I) LD SLAG CEMENT

Cum 42.53 611.59 26,010.92

1/II) CONSTRUCTION OF CONCRETE ROAD (CC ROAD)


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






5. 1500 Construction of un-reinforced, plain cement concrete pavement thicken as per design,

over a prepared sub-base, with 43 grade cement or any other type as per Clause

1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size

of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2

cum capacity and appropriate weigh batcher using approved mix design, laid in approved

fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the form work as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and plate vibrators and

finished in continuous operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant near approaches to bridges

and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14

days, curing compound and water finishing to lines and grade as per drawing and

Technical Specification Clause 1501.Panels are to be made by cutting grooves of 3 to

5mm thick and 25 to 30mm deep in CC slab. The grooves are to be filled with VG-30

Bitumen with a spray of fine sand at top.Cum 98.44 5,297.71 5,21,506.57

TOTAL Rs 5,50,709.78

1. Earth work in excavation for foundation of structures upto 3 m depth as per drawing and

technical specification Clause 1104 including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter, dressing of sides, bott

Cum 247.50 294.69 72,935.78

2. Filling Sand in foundation in trenches as per drawing and technical specification clause

305.3.9Cum 49.50 782.09 38,713.46

3. Providing concrete for plain concrete of M-10 in open foundations complete as per

drawings and technical specification clause 802,803,1202,1203

TOE WALL BASE Cum 257.25 4362.60 11,22,278.85

4. Providing and laying pitching on slopes laid over prepared filter media as per drawing and

Technical Specification clause 1302.

Toe Wall Cum 135.00 1642.52 2,21,740.20

5. Back filling behind abutment, wing wall and returnwall complete as per drawing &

technical specification Clause 1204.3.8

Cum 150.00 1056.70 1,58,505.00

6. Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete




of the Engineer in chargeNos. 300.00 158.62 47,586.00


1. Earthwork in excavation for foundation of structures in all types of soil as per drawing and

technical specification clause 305 and 1104 of MORD including setting out, construction of

shoring and bracing , removal of stumps and other deleterious material and disposal upto

all lead &lift ,dressing of sides and bottom and back filling with excavated suitable

material upto 3mt. as per direction of Engineering-in-incharge.

Cum 110.50 294.69 32,563.25

2. Filling sand in foundation in trenches as per drawing and technical specification clause

305.3.9Cum 17.00 782.09 13,295.53

3. Providing concrete for plain/reinforced concrete of M-10 in open foundations complete as

per drawings and technical specification clause 802,803,1202,1203

Cum 17.00 4362.60 74,164.20

1/IV) CONSTRUCTION OF CONCRETE DRAIN

1/III) PROTECTION WORK WITH TOE WALL


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






4. PCC M-20 grade as per approved drawing and direction of the Engineer-in-charge

including cost, conveyance, royality taxes of all materials conforming to the MORTH

techanical specification.

WallCum 27.00 4795.81 1,29,486.87

Wearing CourseCum 2.00 4795.81 9,591.62


1 V) ROAD FURNITURE














direction of the Engineer in charge Nos 2 8626.3 17,252.60











Nos 1 17275.91 17,275.91









drawing Clause 300,800,1700 as per direction of the Engineer in charge.(600 mm

square)Nos 5 1458.53 7,292.65





Nos 1 1848.09 1,848.09


V/a) DIFFERENT ITEMS OF FURNITURE


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7









Nos 3.75 515.50 1,933.13


7. Providing and erecting direction and place identifications of semi reflective sign boards of









300,800,1700 as per direction of the Engineer in charge (Inter mediate Board) Nos 5 2018.72 10,093.60


Village Board





excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.Cum 0.122 294.69 35.95



Engineer-in-Charge.

Cum 0.122 4362.60 532.24


etc complete

3/i). M.S. Angle Kg. 23.80 42 999.60

3/ii). Plate (area)Kg. 17.55 42 737.10


Kg. 1.24 42 52.10




Sqm. 1.17 64.79 75.80



Clause 1701.

Sqm. 1380 1.01 1393.80


50 HP Tractor with trolley for 6 no Hour 6 231 231.00

Rs. 4,057.59

The Cost for fixing of Logo 1 X 4114.44 = Rs. 4,057.59

V/c) GUIDE POST





excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.Cum 0.05 294.69 14.73



Engineer-in-Charge.

Cum 0.04 4362.60 174.50

V/b) LOGO


Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7








i) R.C.C grade M 20Cum 0.03 5748.31 172.45



charge

Steel reinforcement @ 1 Qntl per cumT 0.003 59673.59 179.02




Sqm 0.41 64.79 26.56


Considering 50 HP Tractor with trolley for 33 no for 1 no

hour 0.18 231.00 42.00

Rs. 609.27

The Cost for fixing of Guide-post 50.00 X 655.24 = Rs. 30,463.62

V/d) REFERENCE PILLAR




Quantity Cum 0.10 294.69 29.47



Engineer-in-Charge.

PCC (1:3:6 Nominal Mix) Foundation Bed Cum 0.02 4362.60 87.25



(1:2:4) Nominal Mix M-20 Cum 0.03 4986.11 149.58



charge

Ton 0.00 59673.59 4.48

Total 270.78

The Cost for Reference Pillar No 18.00 4,874.04

V/e) TBM PILLAR




Quantity Cum 0.11 294.69 32.42



Engineer-in-Charge.

PCC (1:3:6 Nominal Mix) Foundation BedCum 0.05 4362.60 218.13




Sr. No.MORD


Amount

(Rs)

1 2 3 4 5 6 7






Nominal Mix M-15 Wall Cum 0.06 4465.19 267.91

518.46

The Cost for TBM Pillar No 4.00 2073.83

1. Earthwork in Excavation for foundation of structures in all type of soil as per drawing and

technical specification Clause 305 and 1104 of MORD including setting out, construction of

shoring and bracing ,removal of stumps and other deleterious material and disposal upto

all lead & lift ,dressing of sides and bottom and back filling with excavation suitable

material upto 3mt. as per direction of Engineering -in-Charges.

Cum 254.10 294.69 74,880.73




Cum 7.65 782.09 5,982.99



Engineer-in-Charge.

PCC M 15 as levelling course Cum 18.12 4,228.29 76,616.61

4. Providing concrete for plain/reinforced concrete in open foundation complete as per

drawing and MORD technical specification Clause 800, 1100, 1200 and as per direction of

Engineer-in-Charge.

PCC M -15 foundation Cum 74.84 4,465.19 3,34,174.82

5. Providing concrete for plain/reinforced concrete in open foundation complete as per

drawing and MORD technical specification Clause 800, 1100, 1200 and as per direction of

Engineer-in-Charge.PCC M -15 in substructure Cum 39.38 4465.19 1,75,839.18

6. Providing and laying reinforced cement concrete of in Super structure complete as per

drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction

of the Engineer-in-chargeRCC M -20 in foundation Cum 9.46 5884.52 55,667.56



of the Engineer-in-chargeCum 16.46 5,745.94 94,578.17

RCC M -20 in wall

8. Tar paper bearing Sqm 8.25 14.47 119.38



of the Engineer-in-charge

R.C.C M-25 in superstructure Cum 14.060 5,748.31 80,821.24

10. Providing and laying cement concrete wearing course M30 grade i ncluding reinforcement

tender document tender no: ero/con/823/1170 dated-...

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