revised boq ap3

8/3/2019 Revised BOQ AP3

http://slidepdf.com/reader/full/revised-boq-ap3 1/22

DPR for Construction of 8 Lane divided carriageway access

controlled expressway II ring road project to Hyderabad City, Phase - II

Volume VIII

Amount

In Figures In Words

1.00 BILL NO: 1 SITE CLEARANCE

1.01 Clearing and grubbing for road land complete as per

Technical Specification Clause 201.Hect. 225.00

1.02 Dismantling structures and pavement including disposal of

resul ting materials, s tacking and/or salvaging useful

materials with all leads and lifts complete as per Technical

Specifications Clause 202.

Buildings

1) Kutcha structures (Hutments type) Sqm 150.00

2) Semi-Pucca structures (Tiled roof/AC sheet roof) Sqm 2050.00

3) Pucca structures (RCC roof) Sqm 100.00

1.03 Cutt ing of trees including cut ting of t runks, branches and

removal of stumps& roots including stacking of serviceable

material with all leads & lifts and back filling with approved

material in depression / pit and as per Technical

Specifications Section 200.

a) Girth above 300mm to 600mm Nr. 15.00

b) Girth above 600mm to 900mm Nr. 10.00

c) Girth above 900mm to 1800mm Nr. 10.00

d) Girth above 1800 mm Nr. 5.00

1.04 Back f il ling with approved sand f looded with water in the

Deep wells as per Technical Specifications Clause 305 and

as directed by the Engineer.

Cum 12218.00

1.05 Providing and laying Cement Concrete slab on wells

inc luding centering and shutter ing all complete as per

Drawings and Technical Specifications Sections 1500,1700,

2100 and Technical Specifications Clause 304.

Cum 43.00

TOTAL FOR BILL NO: 1

(CARRIED FORWARD TO SUMMARY)

BILL OF QUANTITIES - Package 3 (From Km 95.00 to Km 108.00)

Unit RateItem No. Description Unit Estimated Qty.

Package 3 1 of 22





Volume VIII

Amount

In Figures In Words


2.00 BILL NO: 2 - EARTHWORKS

2.01 Roadway excavation in all types of soils including ordinary

rock necessary for construction of roadway and drainage

includes dressing , trimming and compacting the cut

formation in accordance with requirements of lines, grades

and cross fal l complete and disposal of all cut mater ia l

including necessary stacking of suitable material with all lifts

and leads as per Technical Specification section 301.

a) In Soils Cum 326452.00

b) In marshy soils Cum 40807.00

c) In ordinary Rock Cum 448872.00

2.02 Excavation for roadway in hard rock (requiring blast ing) by

drilling, blasting and breaking, trimming of bottom and side

slopes in accordance with requirements of lines, grades and

cross sect ions, loading and disposal of all cut mater ia l

including necessary stacking of suitable material with all lifts

and leads complete as per Technical Specification Section

301, 302 and additional technical specification.

a) Hard rock excavation Cum 668397.00

b) Hard rock excavation wi th control led blast ing where

blasting is prohibitedCum 190971.00

c) Hard rock excavation where blasting is prohibited Cum 95485.00d) Rebate towards the excavated useful hard rock available

under item nos.202.Cum 763882.00

2.03 Construction of embankment with approved material

obtained from approved borrow areas complete with all

leads and lifts as per Technical Specification Clause 305.

Cum 2308092.00

2.04 Construct ion of subgrade with approved material obtained

from approved borrow areas complete with all leads and

lifts, satisfying the soaked CBR value of Not less than 10%

as per drawing and Technical Specification Clause 305.

Cum 371123.00

2.05 Construct ion of earthen shoulder with approved granular

material obtained from selected source with all leads and

lifts etc., complete as per drawing and TechnicalSpecifications Clause 407.

Cum 94529.00

2.06 (a) Construction of embankment wi th suitable mater ia ls

deposited at site from roadway and drainage excavation

including all leads and lifts etc., complete as per Technical

Specification Clause 305..

Cum 309721.00

2.06 (b) Construction of subgrade with suitable materials deposited

at site from roadway and drainage excavation including all

leads and lifts etc., complete as per Technical Specification

Clause 305..

Cum 225252.00

Package 3 2 of 22





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Amount

In Figures In Words


2.06 (c) Construction of Shoulder with suitable materials deposited at

site from roadway and drainage excavation including all


Clause 305..

Cum 16894.00

2.06 (d) Construction of Median with suitable materials deposited at

site from roadway and drainage excavation including all


Clause 305..

Cum 11263.00

2.07 Removal of existing pavement layers/road crust for

reconstruction (all types of layers) complete as per

Technical Specification Clause 301.

Cum 130.00

2.08 Loosening and re compacting of exist ing ground where the

existing ground is serving/suitable as subgrade complete as

per Technical Specifications Clause 301 & 305.

Cum 74655.00

2.09 Fil ling of median / island with approved material obtained

from selected source as per Technical Specifications Clause

305 and 407.

Cum 16045.00

2.10 Scari fying Exist ing Bituminous Surface layer(s) as per

Technical Specifications Clause 305.Sqm 500.00

2.11 Preperation of Rocky Formation as per TS Cl. 301 & 401Sqm 198080.00



Package 3 3 of 22





Volume VIII

Amount

In Figures In Words


3.00 BILL NO: 3 - SUB-BASE AND BASE COURSES

3.01 Providing and Construction of Granular Sub-base complete

as per drawing and Technical Specifications Clause 401

Grading of Table - 400 -1 Grading I Cum 254177.00

3.02 Providing and Construct ion of wet mix macadam (WMM)

base with approved material complete as per MORTH

Technical Specification Clause No. 406

Cum 223052.00



Package 3 4 of 22





Volume VIII

Amount

In Figures In Words


4.00 BILL NO: 4 - BITUMINOUS WORKS

4.01 Providing and app lying bituminous Primer Coat over

granular surface with bitumen emulsion complete as per


a) @ 7.5 kg/ 10 sqm Sqm 893306.00

4.02 Providing and applying bituminous Tack coat over prepared

surface with bituminous emuls ion all complete as per

Technical Specification Clause 503

a) @ 2.75 kg / 10 sqm over granular surface treated with

primer Sqm 893306.00

b) @ 2.25 kg /10 sqm over bituminous surface Sqm 1519038.00

4.03 Providing and laying Bituminous Macadam (BM, Grading-2)

course in PCC using at the rate of 3.3% by weight of total

mix of 60/70 grade of bitumen, all complete as per MORTH

Technical Specification Clause No. 501 & 504

Cum 650.00

4.04 Providing and laying Dense Bituminous Macadam (DBM,

grading-2)course using 60/70 grade of bitumen complete as

per MORTH Technical Specification Clause No. 507.

Cum 100831.00

4.05 Providing and laying Semi-dense Bituminous concrete

including cost of cleaning and applying tack coat, as per the

direction of the Engineer and Technical Specifications

Clauses 503 & 508.

Cum 275.00

4.06 Providing and laying Bituminous Concrete wearing course

using Modified Bitumen as per drawing and Technical

Specification Clause No. 509 & 521.

Cum 41299.00

4.07 Providing and laying Dry Lean Cement concrete (DLC) as

per Table 600-1of Technical Specification Clause 601 with a

minimum cement content of 150kg/Cum.

Cum 1636.00

4.08 Providing un-reinforced, dowel jointed, Pavement Quality

Concrete (PQC) of M 40 grade concrete wi th minimum

cement content of 400kg/Cum, including all costs of jointing,

edge cutting, dowel bars etc., all complete as per drawing

and Technical Specification Clause 602.

Cum 3272.00

4.09 Providing and Laying cement concrete wear ing coat M 30

grade including reinforcement complete as per Drawing andTechnical Specification 2702

Cum 76.00



Package 3 5 of 22





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Amount

In Figures In Words


5.00 BILL NO: 5 - CULVERTS

5.01 Earthwork in excavation of foundation fo r structures

complete with all leads and lifts as per drawing and


a) In all types of soil including ordinary rock by mechanical

means (Excluding dewatering)Cum 841.00

b) In all types of soil including ordinary rock by mechanical

means (Including dewatering)Cum 5048.00

c) In Hard rock requiring blasting Cum 1683.00

d) In Hard rock where blasting is prohibited Cum 841.00

e) Rebate towards the excavated useful hard rock available

under item nos.501Cum 2019.00

5.02 Providing and laying approved sand f il ling in Foundation

Trenches as per Drawing & Technical Specification clause

1008 and conforming to the IS-383

Cum 3453.00

5.03 Back filling behind abutments, wing walls/ retaining walls and

return walls with selected granular material of approved

quality complete as per drawing and Technical Specification

Clause 304 and 305.

Cum 20182.00

5.04 Providing and lay ing of F il ter media of Stone aggregate

conforming to Technical Specifications Clause 2504.2.2

behind abutment, wing wall, retaining wall and return walls,

complete as per drawing and Technical Specifications

Clause 305 & 2504

Cum 258.00

5.05 Providing and laying Plain cement concrete M 15 for

leveling course etc. including centering and shuttering all


Section 1500 &1700

Cum 1242.00

5.06 Providing and laying Plain cement concrete in open

foundation & substructure excluding cost of steel complete

as per drawing and Technical Speci fications Section

1500,1700, 2100 & 2200

a) PCC Grade M 20 Cum 1358.00

b) PCC Grade M 25 Cum 169.00

5.07 Providing and laying Reinfo rced cement concrete for

foundations & substructure excluding cost of steel complete

as per drawing and Technical Speci fications Section

1500,1700, 2100 & 2200a) RCC M 25 grade Cum 4429.00

5.08 Providing and laying Reinforced cement concrete for box /

s lab culverts in superst ructure exc luding cost of s teel


Sections 1500, 1700 and 2300

a) RCC Grade M 25 Cum 1456.00

Package 3 6 of 22





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Amount

In Figures In Words


5.09 Providing, cutting, bending and fixing in posit ion of TMT bar

reinforcement in reinforced concrete structures complete as

per drawing and Technical Specifications Section 1600

(a) Foundation Tonne 297.00

(b) Substructure Tonne 374.00

(c) Superst ructure Tonne 216.00

5.10 Providing, laying and jointing NP-4 (as per IS:458-2003)

Pipes for culverts, complete as per drawing and Technical

Specifications Section 2900 and IRC : SP No.13 - 1998.

a) H.P NP-4, 1200 mm Dia Lm 993.00

5.11 Providing and laying filter material underneath stone pitchingin slopes complete as per drawing and Technical

Specification Section 2500.

Cum 241.00

5.12 Providing and laying stone pitching in slopes complete as

per drawing and Technical Specifications Section 2500.

Cum 622.00

5.13 Providing and laying Dry Boulder apron complete as per

Drawings and Technical Specifications Clause 2503.

Cum 739.00

5.14 Providing and fixing Weep holes in abutments, wing walls

and return walls complete as per drawing and Technical

Specification Clause 2706.

Nr. 640.00

5.15 Providing and laying wearing course comprising of 50mm

Bituminous concrete on top of deck slab including cost of

tack coat, using modified bitumen meeting the requirements

given in table 500-29, laid to the required level and slope

after cleaning the surface, all complete as per clause 503,

509, 521, & 2702.

Sqm 1247.00

5.16 Providing Marker Post for buried culverts includingsynthetic

enamel painting with necessary details as per IRC: 7-1971

and direction of Engineer.

Nr. 84.00

5.17 Providing and painting with Synthetic enamel paint of

approved quality for Culvert numbering, Type of Culvert

and Details of Span Arrangement as per IRC:7-1971 andas

directed by Engineer.

Sqm 164.00

5.18 Providing and Applying ordinary paints of approved quality

on surface of parapet/Crash Barrier of culver ts as per drawing and Technical Specifications Section 800.

Sqm 533.00

5.19 Providing and construct ing RCC crash barrier M 20 grade

including cost of centering, shuttering and reinforcement as

per approved Drawings and Technical Specifications Clause

809 and as per IRC-6.

Lm 387.00

5.20 Providing and fixing galvanized Drainage Spouts along with

drain pipes complete as per drawing and Technical


Nr. 16.00



Package 3 7 of 22





Volume VIII

Amount

In Figures In Words


7.00 BILL NO: 7 - ROAD JUNCTIONS

7.01 Providing and Constructing footpath/paved separator

platform/paved part of medians and islands including cost of

providing and laying precast tiles of 25mm thick,preparation

of base, drain pipes all complete as per drawing and

Technical Specifications Clause 409.

Sqm 67136.00

7.02 Providing and Laying NP-4 pipes of 1000 mm dia for uti li ty

culverts at junctions complete as per drawing and Technical

Specifications Section 2900 and IRC: SP 13 – 1973.

Lm 288.00



Package 3 11 of 22





Volume VIII

Amount

In Figures In Words


8.00 BILL NO: 8 - DRAINAGE AND PROTECTION WORKS

8.01 Providing and Laying of Turfing on embankment slopes and

on median islands with green grass sods as per Technical

Specification Clause No. 307

Sqm 225373.00

8.02 Providing and Lay ing granular fi lter material underneath

stone pitching on embankment slopes complete as per

drawing and as per clause 2500 and Addit ional Technical

Specifications.

Cum 2610.00

8.03 Providing and Laying stone pitching on embankment slopes


Section 2500

a) Dry Stone pitching with 300mm thick Cum 5220.008.04 Supplying & Plant ing f lowering plants and shrubs in the

median as per additional technical specificationsKm 13.00

8.05 Providing and constructing lined surface drains to the

required lines and grades as per drawing and Technical

Specifications Clause 309 and Section 1700.

a) Covered drain with 100 mm thick M 25 grade RCC slabLm 1694.00

b) Median Transverse chutes with M 15 grade concrete in

superelevated portions with 750mm and 450mm wide

openings.

Lm 324.00

c) Providing and construction of lined surface drains to the

required l ines and grades as per drawing and technical

specification clause 309

Lm 53128.00

8.06 Providing and lay ing Plain Cement Concrete M 20 kerb as

per drawing and Technical Specifications Clauses 408 and

Section 1700.

a) M-20 Grade Median Kerb "A" Type Section Lm 29614.00

b) M-20 Grade Median Kerb "L" Type Section Lm 2059.00

8.07 Providing and Construct ion of water chutes with NP-2 (as

per IS-458-1988) 300 dia RCC pipe (Semi circular)

embedded in PCC M 15 including all costs of material and

concreting works as per drawing and Additional Technical

Specifications.

Lm 3477.00

8.08 Retaining wall

A Earthwork in excavation for foundation complete as per

Technical Specifications Clause 304 in all types of Soil.

Cum 43479.00

B Providing, laying and compacting filter material behind

retaining walls complete as per drawing and Technical

specifications Clauses 305 & 2504

Cum 14815.00

C Providing and laying Plain cement concreteof M 15grade in

open foundation & substructure complete as per drawing

and Technical Specifications Section 1500,1700, 2100 &

2200

Cum 5435.00

D Providing and laying M 30 grade Reinforced cement

concrete for foundat ion and st ructure complete as per

drawing and Technical Specifications Section 1500, 1700,

2100 and 2200 (Excluding Cost of Steel)

Cum 11545.00

Package 3 12 of 22





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E Providing and laying M 30 grade Reinforced cement

concrete for substructure complete as per drawing and

Technical Specifications Section 1500, 1700 and 2200

(Excluding Cost of Steel)

Cum 9370.00

F Providing, Cutting, Bending and Fixing of TMT reinforcement

(TMT bars) for foundat ion, Structure complete as per

Drawings and Technical Specifications Section 1600

Tonne 1485.00

G Providing and fixing weep holes in retaining walls as per

Drawings and Technical Specifications Section 2700.

Nr. 18654.00

8.09 Providing and Construct ing Water harvest ing unit at every

500m intervals on either side of the carriage way as per the

drawings and as Additional Technical Specification.

Nr. 54.00

8.10 Construction of Reinforced Earth structures including supply

of all components with facia panels. Soil Reinfo rcing

element, foundation beam, capping beam including

t reatment / improvement/ s trengthening of ground, i f

required, complete as per Additional Technical Specification.

a) Facia Panels with Sloped Surcharge Sqm 5462.00

b) Facia Panels with VerticalSurcharge Sqm 18255.00

8.11 Providing and Laying of selected granular soil behind

reinforced earth structure including compaction complete as

per Additional Technical Specification.

Cum 244147.00

8.12 Construct ion of RCC M 40 grade crash barrier and frict ion

slab including cost of rein forcement complete as per

approved Drawings and Additional Technical Specifications.

Lm 4974.00



Package 3 13 of 22





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Amount

In Figures In Words


9.00 BILL NO: 9 - MISCELLANEOUS & SAFETY

9.01 Construction of HTM system which includes Emergency

communication system, Mobile communication system,

Variable Message Sign System, Meteoroligical Data system,

Automatic traffic counter-cum-classifier system & Power

supply system as per drawing and additional technical

specifications

Nr. 1.00

9.02 Providing and fixing PCC/RCC hectometre, kilometre and

5th kilometre stones including cost of reinforcement

complete as per Technical Specifications Clause 804.a) 200-metre stone Nr. 208.00

b) Kilometre stone Nr. 44.00

c) 5th km. stone Nr. 8.00

9.03 Providing and Laying Pavement mark ing with hot applied

thermoplastic material complete as per drawing and

Technical Specifications Clause 803.

a) Lane/ Centre line/ Edge marking/ Transverse marking and

any other markingSqm 25851.00

b) Directional Arrows, Lettering etc. as per drawing No.61 of

MORTH Type Designs for Intersections on National

Highways

Nr. 40.00

c) Pedestrian Crossing at junctions and median openingsSqm 236.00

9.04 Supplying and fixing sign boards and as directed by

Engineer, inc luding the cost of posts , f itt ing and fixing.

Sheeting wil l be retro ref lective sheet ing confi rming to

Section 800 and messages/borders will be screen printed

complete as per Technical Specifications Clause 801.

A Info rmatory signs

a) Facility information Signs Sqm 268.00

b) Direction / Place Identification signs Sqm 72.00

c) Advance Direction / Destination / Reassurance / Place

Identification signsSqm 48.00

d) Route marker signs(450mm x 600mm) Nr. 15.00

B Cautionary signs, size triangular 1200mm side Nr. 42.00

C Mandatory signs, size

a) Circular 600 mm dia Nr. 25.00

b) Circular 900 mm dia Nr. 20.00

c) Triangular 1200 mm side Nr. 30.00

9.05 Supplying and fixing overhead signs including cost of posts,

truss, erection, fitting and foundations. Sheeting will be retro

ref lect ive micro sheeting confirming to section 800 and

message/borders will be screen-printed complete as per

drawing and Technical Specifications Section 800.

a) Four lane overhead Tubular Gantry Signs wi th retro

reflective sheeting of area 31.05 sqmNr. 8.00

Package 3 14 of 22





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9.06 Providing and Fixing road delineators, Raised pavement

markers etc. complete as per drawing and Technical

Specifications Clause 805, 812, 813 and as directed by

Engineer.

a) Hazard Markers Nr. 250.00

b) Object Markers Nr. 96.00

c) Raised pavement markers (Road studs) Nr. 3108.00

d) Crash barrier indicators Nr. 1040.00

9.07 Providing & Maintenance of mobile cellular phones of Nokia,

Samsung or equivalent make with SIM card for Employer,

Engineer and his supervisory staff including cost of mobile

cellular phone and using charges complete as per Technical

Specifications Clause 123A.

Sets 60.00

9.08 Providing and Main taining vehicles for the Employer,

Engineer and other supervisory staff including providing

driver, POL etc. complete as per Technical Specification

Clause 124 .

a) Air Conditioned New Vehic le of capaci ty more than

2000cc (A/C),Innova, Scropio, Quallis or Equivalent on Hire

charges basis

Veh. Day 900.00

9.09 Supply of colour photographs (2 prints each) along with

digital soft copy stored in CD and printed photos mounted in

album as per Technical Specifications Clause 125

Nr. 500.00

9.10 Supplying addit ional prints (size 15cm x 10 cm) of colour

record photographs as per Technical Specification Clause

125.

Nr. 200.00

9.11 Supplying colour VCD/DVD records before the construction,

during construction stage & after construction, consisting of

each set of edited master cassettes and VCDs/DVDs with 4

copies each complete as per Technical Specification Clause

126.

Sets 10.00

9.12 Providing and Maintaining the detour temporary diversion

partial closure of existing carriage way, switch over of the

traffic from widened and unwidened section and vice versa

including addit ional safety boards and safety apparatus

during construction as per drawing and Technical

Specification Clause No. 112 and Addit ional Technical

Specification and as per directions of the Engineer.

A

Temporary barricading (Steel Type) with markings and

arrows made of ret ro ref lect ive sheeting as directed by

Engineer

Lm -

month330.00

BTemporary barricading using HDPE blocks in red and white

colours

Lm -

month990.00

C Retro reflective Cautionary / Warning signsNr.-

month100.00

D ConesNr.-

month30.00

E Solar BlinkersNr.-

month50.00

Package 3 15 of 22





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Amount

In Figures In Words


F Red reflective tapes Lm 1000.00

9.13 Providing and fixing Chain link fencing with L angles

complete with gate, painting, concrete base and foundation


Section 1000 & 1900 and Clause 807.

Lm 50587.00

9.14 Providing passenger shelters for Bus Bays as per drawing

and Technical Specifications Section 1500, 1600 and 1700.

Nr. 12.00

9.15 Providing and fixing Galvanized Metallic "W" shape beam

crash barrier complete as per drawing and Technical


a) Metal Beam Crash barrier Lm 55429.00

9.16 Supplying & f ixing of Noise barriers as per the drawing &additional technical specification

Lm 1600.00

9.17 Providing, Laying and Joint ing NP-4 (as per IS:458-2000)

casing/conduit pipes for Main carriageway and NP-2 (as per

IS:458-2000) casing/conduit pipes for Service Roads for

carrying the utility line (cables etc.) complete as per

Additional Technical Specification.

a) Dia 600 mm -NP 4 Lm 1687.00

a) Dia 300 mm - NP 2 Lm 714.00

9.18 Providing, Laying and Joint ing HDPE pipes (5.30mm thick)

of approved quality for carrying the utility cables, including

bedding, cost of pipes, labour charges, t ransportation

charges, etc. complete as perDrawing and as per Directionsof the Engineer.

a) Dia 110mm ( a set of 8 pipes ) Lm 27103.00

b) Dia 110mm Lm 25466.00

c) Dia 160mm Lm 39836.00

9.19 Construction of Utility chambers fo r Utilitycables etc.

complete as perdrawings and as per the directionsof the

engineer.

Nos 26.00

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9.20 Construction of Toll Plaza, Administrative Block & Toll booth

bui ld ings inc luding arrangement of electr ic supply , All

Electrical items like fans, Lights, Socket receptacles, and

Complete wiring, with requisite earthing, providing fire alarm

and fighting system like smoke detector, electric hooter with

battery back-up cabling and CO2 hand extinguisher,

providing water supply including all pipes, fittings, tanks,

tube wells, pumps, valves etc. complete with septic tank,

sewer lines, etc all complete as per drawing and Additional

Technical Specifications.

(a) Administrative block (500 Sqm ) Nos 1.00

(b) Single Toll booths Nos 18.00

9.21 Providing, installingand commissioning electrically operatedbarrier gates complete as per Additional Technical

Specification and Manufacturer's Specification or as directed

by Engineer.

a) For 3.5 m wide Toll lane Nos 18.00

9.22 Providing and casting M-20 guard post 200mm x 200mm x

650mm length including reinforcements 4 nos 12mm dia

TMT Vertical bars and 4 nos 8mm dia TMT sti rrups over

retaining wall as per drawing and Technical Specifications

800, 1500, 1600, 1700 and as directed by the Engineer

No 50.00

9.23(a) Construction of reinforced cement concrete M-15 grade Inlet

Chamber/Catch pit/Gullypit/Grease and Oil trap with GI bars

grating etc . all complete as per Drawing and Technical

Specifications Sections 1500, 1600, 1700 & 1900.

No 13.00

9.23(b) Construction of reinforced concrete M-15 grade Hazardous

Chemical Holding Tank of suitable s ize at the locations

approved by the Engineer, as per Drawing and Technical

Specifications 1500, 1600, 1700 & 1900.

No 1.00



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10.00 BILL NO: 10 - MAINTENANCE , REPAIRS &

REHABILITATION

10.01 Carrying out routine maintenance of Highway embankment

by restoration of ra in cuts, earthen shoulders as per

Technical Specifica tions Clause 3002 and as per the

directions of the Engineer (excluding bituminous work)

Cum 50.00

10.02 Carry ing out treatment and repairs to pot holes and any

necessary patching to exist ing bituminous carriageway

surfacing as per Technical Specifications Clause 3004 and

as per the directions of the Engineer.

Shallow potholes (depth < 75 mm ) Sqm 50.00TOTAL FOR BILL NO: 10


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ELECTRICAL ITEMS

Street Lighting

1

Supply, errection and commissioning of individual stepped,

swaged, welded, tubular heavy duty MS poles of 9.5M long

confirming to IS 410 - SP 36 complete with base plate, MS

cable terminal box with necessary MCB of adequate

capacity/ Fuse / Single Cross arm / Coil earthing etc. This

includes 1 coat of red oxide paint and 2 coats of Aluminium

paint etc. Execution conforming to the existing standards of

APCPDCL.and inc luding all costs of labour, material ,

transport and all other incidental charges and taxes etc.as


Nos. 280

2

Supply, Ins tallat ion and commiss ioning of 20 Meters

Galvanised High Mast complete with 12 Nos 2x400 W Metal

Halide f lood light luminaries, electrical connect ions and

electrical cables, foundations with foundation accessories,

lamp carriage with pulley and stainless steel wire ropes,

compensating disc , double drum winch, provesion for

attaching power tool ( without power tool), lightningarrestor,

aviat ion light earthing etc. Complete with all materials,

accessories and sundries as required for the work and as

per the direction of engineer - in - charge.and as per


Nos. 3

3

Supplying of Power tool for lowering or raising the lamp

carriage the High Mast as at Sl.No.3 above, complete with

movable packing and all tools and accessories including all

costs of labour, material, transport and all other incidental

charge, taxes etc.

Nos. 3

4

Supply, Transportation and erection of 250 wat t Metal

Halide street light fittings integral type complete with starter

connect ions bulbs etc., complete as required with 250 W

bulb including all costs of labour, material, transport and all

other incidental charges, taxes etc .. as per Addit ional

Technical Specification.

Nos. 309

5

Supply and fixing of street light control box with the timer for

controling the street lights with L&T, TSQ - 100 series timer

and 32A,4 polecontactor inMS box madeoutof 14SWG

MS sheet including paint ing etc. as required with hinged

locking systemincluding all costs of labour, material ,

transport and all other incidental charges taxes etc.as per


Nos. 25

MAIN AND SUB-MAIN POWER DISTRIBUTION CABLES

Package 3 19 of 22





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6

Armoured Aluminium Cables (ISI) Supply and erecting PVC

armoured cable 1100V grade with IS I mark following

stranded aluminium conductor complete by making trench in

soil upto 0.9m deep embedding the cable complete with

sand bed of 20cms. Thick layers and bricks placed on top of

the cable width wise all over the run and back fi ll ing the

excavated earth without stones are hard materials and

making the surface proper with 15cms. crown on top duly

providing route indicators inc luding connect ions etc .,

compleete. This includes necessary cable trays provided

wherever required as per the site coniditions including all

costs of labour, material, transport and all other inidental

charges, taxes etc.as per Additional Technical Specification.

4C x 120Sq.mm. UG cable Rm 400

7

Supply and lay ing of 16 Sqmm 4C armoured Aluminium

cable in 150mm HDPE pipes from the LT distributioncontrol

box for bringing power supply to the street light control box

at the bottom of each pole.inc luding all costs of labour,

material, transport and all other incidental charges, taxes

etc.as per Additional Technical Specification.

Rm 21580

8

Supply and laying of 6Sqmm 4C aluminium cable from the

street light control box to the light fixtures.including all costs

of labour, material, transport and all other inidental charges,

taxes etc.as per Additional Technical Specification.

Rm 3414

9

Supply and laying of 150mm HDPE pipes with necessary

collars this includes breaking the road and refilling to ground

level etc., as required including all costs of labour, material,

transport and all other inidental charges, taxes etc.as per


Rm 21580

10

Supply and making of cable end terminations (jointing) for

the above cables with necessary glands, lugs, insulat ing

tapes, crimping insulating materials etc., including all costs

of labour, material, transport and all other inidental charges,

taxes etc.as

a) 4C x 120Sq.mm. UG cable Nos. 400

b) 4C x 16Sq.mm. UG cable Nos. 2160

c) 2C x 6Sq.mm. cable Nos. 2280

Package 3 20 of 22





Volume VIII

Amount

In Figures In Words


11

Supply,Erection,Testing,Comissioning of 11KV/415V 250

KVA, 50Hz Delta/Star connected outdoor Transformer with

tap changer on HV side and distribution panel. The

transformer should be oil cooled with tappings + 5% to -5%

in 4 steps of 2.5% each, with HT bushings, LT gland cable

box suitable for 120 Sqmm x 4 core PVC insulated

armoured alluminium cable and the transformer shall be

designedand manufacturedas per IS2026of 1977 and will

be suppl ied wi th fi rs t fi ll ing of transformer oil IS 335 of

1993and mounted on DP structure on RSJ 185x75

comprising of 11KV, 250A AB Switch and HG Fuse Set as

per the specification including all costs of labour, material,

transport and all other incidental charges, taxes etc.as per


Nos. 1

12




transformer should be oil cooled with tappings + 5% to -5%











Nos. 2

13




transformer should be oilcooled with tappings + 5% to -5%











Nos. 1

Package 3 21 of 22





Volume VIII

Amount

In Figures In Words


14

Supply and run of earth lead of 25mm x 6mm copper strip

inc luding cost of all materials and labour charges etc .,

complete as required. including all costs of labour, material,



Rm 100

15

Supply and run of earth lead of 25mm x 4mm copper strip

including cost of all materials and labour charges etc., as


Rm 16

16

Providing standard copper plate earth station, with

600x600x3.15mm thick copper plate including constructionof brick pedestal, providing meshed funnel, CI cover and

other civil engineering works, spreading a homogenous

mixture of salt charcoal around theplate etc., completely as

per IS 3043, 1987 or latest revision. including all costs of

labour, material transport and all other incidental charges,

taxes etc. as per Additional Technical Specification.

Nos. 16

Package 3 22 of 22

revised boq ap3

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