GOVERNMENT OF KERALA - KeralaPWDkeralapwd.gov.in/keralapwd/eknowledge/Upload/documents/1653.pdf · for RCC, complete cum 25 202-04 ... as per IRC:SP-63 as per the approved dwg sqm

GOVERNMENT OF KERALA

PUBLIC WORKS DEPARTMENT

(PROJECT MANAGEMENT TEAM)

INVITATION FOR BIDS

Loan Number ……………

KERALA STATE TRANSPORT PROJECT

Upgradation of the Road from Thalassery (Km 1+200) to Valavupara (Km 55+200) of SH-30

Contract No. KSTP/PMT/UG-III

Bill of Quantities

Volume – III (Bill of Quantities for Upgradation)

December 2012

VOLUME III

Bill of Quantities CONTENTS (i) Bill of Quantities (For Upgradation of the Road from Thalassey (Km 1+200) to

Valavupara (Km 55+200) of SH-30 )

BILL OF QUANTITIES

Grand Summary CONTRACT NO. : KSTP/PMT/UG-III

Bill No. Description Amount (Rs)

Bill no. 1 General items (Provisional)

Bill no. 1A General items

Bill no. 2 Site Clearance

Bill no. 3 Earthwork

Bill no. 4 Drains and Walling

Bill no. 5 Non-Bituminous Sub-base and Base

Bill no. 6 Bituminous Bases,Surface courses

Bill no. 7 ROB,Bridges, Culverts and Protective works

Bill no. 8 Miscellaneous items

Bill no. 9 Street lighting

Bill no. 10 Total for 'Daywork (provisional) *

Bill no. 11 Environmental Impact mitigation works

Bill no. 12 Electrical Utility Shifting

Bill no. 13 Water Utility Shifting

BID PRICE( Carried forward to Form of Bid)

BILL OF QUANTITIES

BILL NO. 1 : GENERAL ITEMS (PROVISIONAL SUM)

CONTRACT NO. : KSTP/PMT/UG-III

PAY ITEM NO. SPEC. DESCRIPTION UNIT QUANTITY

UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

120-01 120 Provision of rented site office of about 120 sqm including provision of Furniture and Equipment for site office for the Engineer complete

month 30

120-01a 120 Maintaining Engineers site

office by providing assistance in keeping the office clean and tidy and with supply of water and electricity

month 30

124-01a 124 Procure (purchase) and supply

brand new veh for employer and engineer including registration ,full comprehensive insurance(first yr),no plate,road tax..etc a}mahindra scopio,b)innova Type 1 Vehicle, complete

No 2

124-01b 124 Providing and Maintenance of Type 1 Vehicles

veh-month

60

124-02a 124 Procure (purchase) and supply brand new veh for employer and engineer including registration ,full comprehensive insurance(first yr),no plate,road tax..etc Type 2 Vehicle complete

month 2

124-02b 124 Providing and Maintenance of

Type 2 Vehicles veh-

month 60

Carried Forward

BILL OF QUANTITIES

BILL NO. 1 : GENERAL ITEMS (PROVISIONAL SUM)



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

124-03a 124 Procure (purchase) and supply brand new veh for employer and engineer including registration ,full comprehensive insurance(first yr),no plate,road tax..etc Type 3 Vehicle complete

No 3

124-03b 124 Providing and Maintenance of

Type 3 Vehicles veh-

month 90

125-01 125 Supply of video/Tapes/CD

prior to construction and after completion

No. of albums

6

Total Bill no 1 - Carried

Forward to summary

BILL OF QUANTITIES

BILL NO. 1 : GENERAL ITEMS (CONTD.) CONTRACT NO. : KSTP/PMT/UG-III


UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

112-02 112/305 Grading / draining shoulder ( Unit of measurment is for one side of roadway)

lm 2550

112-03 110.1 Loosening and recompacting

the trenches made in shoulder portions complete

lm 50000

112-04 312 Cleaning Culverts No 13

112-05 3006 Cleaning Longitudinal drains lm 2550

112-06 110/170

0 M15 Concrete surround to

under ground Water pipes, including shuttering as required, as instructed on site. Depth not exeeding 1m of excavation.

cum 200

Total Bill no 1A - Carried

Forward to summary

BILL OF QUANTITIES

BILL NO. 2 : SITE CLEARANCE



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

201-01 201 Removal of Stumps & Roots of trees above 300mm-600mm girth

No. 152

201-02 201 Removal of Stumps & Roots of

trees above 600mm-900mm girth No. 102


trees above 900mm-1800mm girth.

No. 226


trees above 1800mm girth. No. 15

202-01 202 Dismantling Brick/Stone

masonry structures including disposal of resulting material and salvaging useful materials, complete

cum 860

Carried Forward

BILL OF QUANTITIES

BILL NO. 2 : SITE CLEARANCE



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 202-02 202 Same as item no. 202-01, but

for Plain cement concrete, complete

cum 570

202-03 202 Same as item no. 202-01, but

for RCC, complete cum 25

202-04 202 Same as item no. 202-01, but

for Steel structures, complete tonne 2

Total Bill No. 2 carried to

Summary

BILL OF QUANTITIES

BILL NO. 3 : EARTHWORK



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

301-01 301 Roadway excavation in ordinary soil,(as per 301.2.1 (c)&(d) of MORT&H specifications), including haul and tip to all leads, complete and as directed by the Engineer.

cum 248,731

301-02(b) 301 Roadway excavation in Hard

rock, including blasting and haul and tip to all leads & lifts, complete or as directed by the Engineer

cum 12,125

301-03 301 Earth work in excavation for

drain, including haul to tip, complete and as directed by the Engineer.

cum 14,740

301-04 301 Loosening and recompacting

subgrade in all kinds of soil, complete and as directed by the Engineer

cum 150,000

304-01 (a) 304 Earthwork in Excavation of

foundation for structures, in ordinary soil , including haul and tip to all leads,complete and as directed by the Engineer.

cum 68,879

305-01 305 Construction of embankment and shoulder with approved material from excavation of roadway, drains, culverts and other structures complete and as directed by the Engineer

cum 172,238

Carried Forward

BILL OF QUANTITIES

BILL NO. 3 : EARTHWORK



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 305-02 305 Construction of embankment

with approved material from Borrow area, complete and as directed by the Engineer

cum 222,242

305-03 305 Earthwork in fill for footpath

and service duct, complete and as directed by the Engineer.

cum 4,406

305-04 305 Construction of subgrade from road way cut material, complete and as directed by the Engineer

cum 88,100

305-05 305 Construction of subgrade with

approved materials from borrow pits, complete and as directed by the Engineer

cum 187,170

305-06 305 Backfill behind abutment,

wing walls, return walls for bridges, complete and as directed by the Engineer

cum 4,572

307-01 307 Turfing side slope of roads and

islands at major junctions with grass sods, complete and as directed by the Engineer

sqm 57,127

308-01 308 Seeding and Mulching,

complete and as directed by the Engineer

sqm 500

Total Bill No.3 carried to

Summary

BILL OF QUANTITIES

BILL NO. 4 : DRAINS AND WALLING



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

309-01(a) 309 PCC M15 bed concrete for covered rectangular drain, complete

cum 210

309-01(b) 309 PCC M20 concrete for bottom

and side wall of covered rectangular drain, complete

cum 118

309-01(d) 309 RCC M20 concrete for Drain,

excluding reinforcement, for the covered rectangular drains, complete

cum 4,291

309-02(a) 309 PCC M15 bed concrete for

Edge strip, complete cum 325

309-02(b) 309 PCC M20 concrete for Edge

strip, complete cum 418

309-03 309 Providing Concrete retaining

wall of M15, complete cum 1,798

704.2-01 704.2 Providing Gabian retaining

wall, complete. cum 43,046

701.3-01 701.3 Providing geotextile filter

membrane behind RCC retaining wall

sqm 8,176

Carried Forward

BILL OF QUANTITIES

BILL NO. 4 : DRAINS AND WALLING



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 1600-01 1600 Steel reinforcement (HYSD),

complete tonne 27

309-02 (d) 309 PCC M15 bed concrete for

stone masonary retaining wall,chute drain,transverse drain complete

cum 421

1200-03(b) 1200 Sand bedding as levelling

course below PCC M20 concrete for bottom and side wall of covered rectangular drain as per dwg complete

cum 707

2500-01 2500 Stone pitching on slopes and Culverts and bridges, complete and as directed by the Engineer.

cum 1,297

309-06 309 PCC M20 concrete for chute

drain and tranverse drain in slopes, complete

cum 617

409-02 409 Providing and laying

interlocking blocks for footpath as per IRC:SP-63 as per the approved dwg

sqm 75,791

309-05 309 Gratings for draining water to

drain using 50 x 6 angles and 12mm bars at 70mm spacing complete as per technical specifications and approved drawing

No. 4,998

Carried Forward

BILL OF QUANTITIES

BILL NO. 4 : DRAINS AND WALLING (CONTD.)



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 2706-01 2706 Providing Weep holes for

Retaining Wall, completeand as directed by the Engineer.

lm 275

1700-10 1700 Construction of precast RCC

Drain of M20 Grade, aggregate size not exceeding 12 mm, true to line and grade including necessary connection at the intersecting drain, complete as per approved drawings and technical specifications.

lm 65,300

1700-11 1700 Construction of precast RCC

Slab of M20 Grade, aggregate size not exceeding 12 mm, true to line and grade, complete as per approved drawings and technical specifications.

lm 6,532

Total Bill No.4 carried to Summary

BILL OF QUANTITIES

BILL NO. 5 : NON-BITUMINOUS SUBBASE AND BASE



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

401-01 401 Providing and laying Granular Subbase for Pavement, complete and as directed by the Engineer

cum 110,748

406-01 406 Providing and laying Crushed rock wet mix macadam base for pavement including profile correcting course, complete and as directed by the Engineer

cum 153,013

Total Bill No.5 carried to Summary

BILL OF QUANTITIES

BILL NO. 6 : BASE & SURFACE COURSES



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

3004-01 3004 Filling pot holes and patch repairs on existing bituminous carriageway surfacing complete and as per the direction of the Engineer

Sqm 11,130

3004-02 3004.2 Providing and laying fog seal

using bitiminus emulsion complete and as directed by the Engineer

Sqm 37,100

3004-03 3004.5 Providing and laying 3mm

thick slurry seal with emulsified bitumen complete as per and as directed by the engineer

Sqm 3,710

502-01 502 Providing Bituminous Prime

coat over granular surface @ 7 kg. per 10 sqm of surface area,including at raised pedestrain crossing complete and as directed by the Engineer

sqm. 635,044

503-01 503 Providing Bituminous Tack coat @ 2.5 kg. per 10 sqm of surface area including at raised pedestrain crossing, complete and as directed by the Engineer

sqm. 1,258,713

507-01 507 Providing Dense Bituminous Macadam course with bitumen as per approved mix design including profile corrective course, complete and as directed by the Engineer.

cum 37,466

Carried Forward

BILL OF QUANTITIES

BILL NO. 6 : BASE & SURFACE COURSES (CONTD.)



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 509-01 509 Providing Bituminous concrete

wearing course with bitumen as per approved mix design, complete and as directed by the Engineer

cum 24,619

512-01 512 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness ,complete and as directed by the Engineer for access to property at retaining wall location and at via duct slip road location

Sqm 11,375

Total Bill No. 6 carried to Summary

BILL OF QUANTITIES

BILL NO. 7 : BRIDGES, CULVERTS & PROTECTIVE WORKS



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

1600-01 1600 Steel reinforcement (HYSD), complete

tonne 1,712

1700-01 1700 Cement concrete (PCC) M-15 grade in Foundation & Substructure, complete and as directed by the Engineer.

cum 2,572

1700-02 1700 PCC M-20 grade in Footing for Foundation, complete and as directed by the Engineer.

cum 9,536

1700-03 1700 PCC M-20 grade in Pier & Solid Abutment for substructure, complete and as directed by the Engineer.

cum 4,497

1700-04 1700 RCC M-25 grade in Superstructure for Culverts, complete and as directed by the Engineer.

cum 1,502

1700-05 1700 RCC M-30 grade for Superstructure for Bridges, complete and as directed by the Engineer.

cum 300

Carried Forward

BILL OF QUANTITIES

BILL NO. 7 : BRIDGES, CULVERTS & PROTECTIVE WORKS



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

1700-06 1700 PSC/RCC M-45 grade for Superstructure for Bridges, complete and as directed by the Engineer.

cum 496

1700-07 1700 RCC M-35 grade for cum 970

Superstructure for Bridges, complete and as directed by the Engineer.

2500-01 2500 Stone pitching on slopes and Culverts and bridges, complete and as directed by the Engineer.

cum 1,085

2500-02 2500 Providing filter media underneath stone pitching in slopes ,behind Abutments, return/wing walls, complete retaining walls and as directed by the Engineer

cum 3,159

2700-02 2700 RCC hand railing for bridges, complete and as directed by the Engineer

lm. 175

2900-01 2900 Providing ,laying and jointing 1200 mm. dia NP 4 Hume pipe (as per IS:458) complete and as directed by the Engineer

lm. 886

809-01 809 Providing and fixing concrete crash barrier including reinforcement steel as per drawing and as directed by the Engineer

lm. 954

Carried Forward

BILL OF QUANTITIES

BILL NO. 7 : BRIDGES, CULVERTS & PROTECTIVE WORKS (CONTD.)



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

2000-01 2005 Providing elastomeric bearing for bridgeand as directed by the Engineer

cubic cm

824,200

2600-02 2600 Providing filler expansion joints for bridges and culverts as directed by the Engineer

lm 480

1100-01 1100 RCC M-35 grade for Pile cap, complete and as directed by the Engineer.

cum. 965

1100-02 1100 RCC M-40 grade for Pile cap, complete and as directed by the Engineer.

cum. 306

1100-03 1100 Providing Bored pile, 1200 mm dia, complete and as directed by the Engineer.

lm. 1,120

1200-01 1200 Providing Steel Liner 8 mm thick for pile including Fabricating and Setting ,

mt 125

complete and as directed by the Engineer.

2705-01 2705 Providing Drainage Spouts using 100 mm dia GI pipe, complete as per IRC specifications and Drawings.

no 150

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

2706-01 2706 Providing Weep holes using 100 mm dia AC pipe, complete and as directed by the Engineer as per IRC specifications and Drawings.

lm 5,114

2815-01 2815 Repair/ cleaning of existing drainage spouts complete and as per the direction of the Engineer

no 44

2817-01 2817 Repair of expansion joints complete and as per the direction of the Engineer

lm 261

2704-01 2704 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

cum 844

2704-02 2704 Reinforced cement concrete Grade M30 approach slab including reinforcement and formwork complete as per drawing and Technical specification

cum 1,687

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

503-03 503 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.3 kg per sqm on concrete surface treated with primer cleaned with mechanical broom all complete as per Technical specifications and as directed by the Engineer-in-charge.

sqm 8,559

503-04 503 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared nominal bituminous surface cleaned with mechanical broom all complete as per Technical specifications and as directed by the Engineer-in-charge.

sqm 8,559

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

509-03 509 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, 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 MORTH specification

cum 342

clause No. 509 complete in all respects

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

515-01 515 Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with

sqm 8,559

bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

2500-04 2503 Providing and laying boulders cum 7,695

apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

801-16 801 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade

per cm ht per letter

17,400

1700-02 1700 RCC M-25 grade in Foundation for Culverts, complete and as directed by the Engineer.

cum 683

1100-05 1100 Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

cum 113

1700-07 1700 RCC M-35 grade in Footing for Foundation, complete and as directed by the Engineer.

cum 1,328

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

1113 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV)

MT

1113-01 1113 a) Initial and routine load test MT 7,004 1113-02 1113 b) Lateral load test MT 704 1700-09 1700 RCC M-35 grade in Pier &

Solid Abutment for substructure, complete and as directed by the Engineer.

cum 2,301

1800-01 1800 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

MT 67

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

2000-02 2006 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.

tonne capacit

y

4,012

2600-01 2607 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Rm 270

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

408-01b 408 RCC M-20 grade in Superstructure for kerb, complete

cum 35

and as directed by the Engineer. 2807-01 2807 Guniting concrete surface with

cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specifications.

Sqm 220

1300-02 1300 Providing plastering (1:3 cement mortar) 12mm thick on brick and concrete works and as directed by the Engineer ,complete

Sqm 224

2806-01 2806 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.

Kg 10


BILL OF QUANTITIES

BILL NO. 8 : MISCELLANEOUS ITEMS



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

408-01(a) 408 Providing M-15 bed concrete for concrete kerb section, complete and as directed by the Engineer.

cum 560

408-01(b) 408 Providing M-20 concrete kerb section, complete and as directed by the Engineer.

cum 1,020

801-02 801 Supplying and fixing sign boards made of High Intensity Prismatic grade sheeting as per ASTM D 495609 for Mandatory 900 mm. dia circular signs with single post as per specification and as directed by the Engineer.

No 140

801-03 801 Same as item no 801-02, but for triangular warning sign (900mm side) as per drawing with single post

No 1,255

801-05 801 Same as item no 801-02, but for mandatory octagonal stop sign with supplementary sign as per drawing with two posts

No 220

801-06 801 Same as item no 801-02, but for Give way signs, with supplementary plates as per

No 2

drawing with two posts

Carried Forward

BILL OF QUANTITIES

BILL NO. 8 : MISCELLANEOUS ITEMS (CONTD.)



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

801-10 801 Same as item no 801-02, but for Informatory signs as per TA-4 and TA-5 in the drawing with single posts

No 329

801-11 801 Same as item no 801-02, but for Informatory signs as per TA-6 in the drawing with single posts

No 1,370

801-12 801 Same as item no 801-02, but for informatory signs as per the

sqm. 225

drawing for Fig 15.1,Fig 15.2, Fig 15.3, Fig 15.4, Fig 15.5, Fig 15.6 and Fig 15.7 with 2 posts

801-13 801 Same as item no 801-02, but for facility information sign of ( 600 x 800mm) size as per the drawing for with single post

No 143

803-01 803 Pavement marking with hot- applied thermo plastic road marking material for all line marking as per drawing complete as per specification and as directed by the Engineer

sqm. 21,120

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

803-02 803 Pavement marking with hot- applied thermo plastic road marking material for all other marking as per drawing complete as per specification and as directed by the Engineer

sqm. 8,514

805-01 805 Providing concrete delineator post as per drawing and specification and as directed by the Engineer

No 500

804-01 804 Providing and fixing Hectometre stone, complete and as directed by the Engineer

No 422

804-02 804 Providing and fixing Kilometre stone, complete and as directed by the Engineer

No 84

804-03 804 Providing and fixing 5 Kilometre stone, complete and as directed by the Engineer

No 22

814-01 815 Painting kerb and other concrete structure with black and white paint as per drawing and specification and as directed by the Engineer

sqm. 6,910

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

810-01 810 Providing and fixing metal beam crash barrier, complete and as directed by the Engineer

lm. 1,810

805-02 805 Providing and fixing RCC guard post as per drawing complete and as directed by the Engineer

No 300

808-01 808 Providing, fixing and erecting 50 mm dia steel pipe railing in 2 rows duly painted 0.825 metres high above ground, 1.125 m centre to centre, complete as per approved drawings ( Hand Rail Type II ) , and as directed by the Engineer

lm 7,861

812-01 812 Providing and fixing unidirectional white Road Studs, spacing and locations as specified in the drawing complete, as per

No 106,724

specifications as directed by the Engineer

813-01 813 Providing Road Hump made of Asphalt as per drawing and as per specification and as directed by the Engineer

lm 1,018

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

815-01 815 Providing and fixing 20cmx10cm retro reflective tiles and as directed by the Engineer.

sqm 34

806-01 806 Providing and fixing boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

No 1,128

801-17 Providing and fixing LED blinkers of approved quality and make all complete and as directed by the Engineer.

No 385

801-18 Cantilever Overhead Sign - 4000mm x 1200mm

No 2

801-19 Providing Road Hump made of interlocking tiles as per drawing and as per specification and as directed by the Engineer

No 25

309-07 Providing utility duct using HDPE 300m Dia Pipe at widening road location

lm 3,293

309-10 Utility Duct demarcator using 200mm PVC Pipe 600 mm length protuding 200 mm above ground surrounded with PCC M15 concrete and marked in steel plate as Duct

No 452

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 801-20 Supplying and fixing sign

boards made of High Intensity Prismatic grade sheeting as per ASTM D 495609 for Pedestrian Crossing Sign Board with triangular sign 90 cm and information sign of 80 x 60 cm with single post as per specification and as directed by the Engineer.

No 50

811 Signalisation of junctions Supply, installation and commissioning of Solar powered Signal Lights complete in all respect as per special specification no 811.2 based on traffic study in consultation with the Engineer/Departmental officers.

811-01 Four armed junction No 1 811-02 Three armed junction No 7

816-01 Providing and constructing Rumble strip using BC Conforming to specification 509. ,16mm high at centre ,200mmm wide placed 325mm center to center between main carriageway and paved shoulder at approved locations to control speed marked with white/yellow strips of road marking paint

Lm 77,900

801-21 Epoxy coated Overhead Gantry Sign - board

No. 6

8004-01 8000 Providing and fixing 4 Rope type wire rope safety fence as per Technical specification and drawing at specified locations as directed by the Engineer in charge

Lm 1,000

8004-02 8000 PCC M25 for foundation

concrete and end anchorage for 4 Rope typewire rope safety fence

cum 44


Summary

BILL OF QUANTITIES

BILL NO. 9 : STREET LIGHTING



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

6006-01 6000 Supply, Installation and Commissioning of 60W LED Standalone Solar Street Light mounted on Octagonal epoxy coated Galvanized Pole 7m height above ground.

No 947


BILL OF QUANTITIES

BILL NO. 10 : DAYWORK SCHEDULE- LABOUR


PAY ITEM NO. DESCRIPTION UNIT ESTIMATE

D QUANTITY

UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

10.01 Providing labour at site inclusive of all expenses

(i) Ganger hour 100

(ii) Labourer hour 100

(iii) Mason hour 100

(iv) Driver for vehicle upto 10 tons hour 100

(v) Operator for excavator,

dragline,shovel or crane hour 100

(vi) Operator for tractor with dozer

blade or tipper hour 100

(vii) Bitumen labour hour 100

10.02 Allow ………. *percent of

subtotal for Contractor's overhead, profit etc.

TOTAL FOR DAYWORK :

LABOUR

*To be entered by the Bidder

BILL OF QUANTITIES BILL NO. 10 : DAYWORK SCHEDULE -MATERIAL



D QUANTITY

UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

10.03

Providing material at site including transportation and stacking complete in good and clean condition:

1 Asphaltic Concrete using

Rubber modified Bitumen cum 20

2 M35 Concrete conforming to

Technical specification 1700 cum 10





5 Cement conforming to IS:8112 tonne 2 6 Rubber modified Bitumen

(bulk) conforming to special specification 7000

tonne 2

7 Rubber modified Bitumen

(drum) conforming to special specification 7000

tonne 2

8 Bitumen (bulk) conforming to

IS: 73 tonne 2

9 Bitumen (drum) conforming to IS: 73

tonne 2

Subtotal

10.04 Allow *percent of subtotal for Contractors overhead profit etc. in accordance with paragraph 4 (b) above

TOTAL DAYWORK:

MATERIAL

BILL OF QUANTITIES BILL NO. 10 : DAYWORK SCHEDULE -CONTRACTOR'S EQUIPMENT



D QUANTITY

UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

10.05 Providing equipment at site with operators, P.O.L. etc. complete in good working condition.

(i) Truck (10/12 tonne) Eqpt

hrs. 100

(ii) Dozer Size 2 Eqpt hrs.

100

(iii) Motor Grader Eqpt hrs.

100

(iv) Roller Static (8-10 tonne) Eqpt

hrs. 100

(v) Roller Vibratory (8-10 tonne

static) Eqpt hrs.

100

(vi) Roller Vibratory (1-2 tonne

width about 1 m) Eqpt hrs.

100

(vii) Pneumatic Tyred Roller (20 tonne)

Eqpt hrs.

100

(viii) Mobile concrete batching/mixing plant (1 cum)

Eqpt hrs.

100

(ix) Wheel Loader (1.5 cum) Eqpt

hrs. 100

Carried Forward

BILL OF QUANTITIES BILL NO. 10 : DAYWORK SCHEDULE -CONTRACTOR'S EQUIPMENT



D QUANTITY

UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

(xi) Truck mounted water tanker(10 tonne)

Eqpt hrs.

100

(xii) Pumping Set (5 hp) Eqpt

hrs. 100

2400-01 2400 Carryout confirmatory bores

upto required depths at each foundation location of bridge complete in all respects including testing and interpretation of the bore data and presentation of the results as per IRC:78-1981 In all type

lm

TOTAL DAYWORK :

EQUIPMENT Carried to summary of Daywork Schedule

BILL OF QUANTITIES

BILL NO.10 : SUMMARY OF DAYWORK SCHEDULE


Sl.No DESCRIPTION AMOUNT (RS.)

1 Total For Daywork : Labour

2 Total For Daywork : Material

3 Total For Daywork : Equipment

TOTAL FOR DAYWORKS Carried over to Summary

BILL OF QUANTITIES BILL NO. 11 : ENVIRONMENTAL IMPACT MITIGATION WORKS



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

11000-02 11000 Demolishing the existing compound wall of public building

cum 3,533

and clearing debris to a designated location as approved by engineer for constructing or raising sound insulating barriers for silence zones as mentioned in the Part II, Vol.III, EMP table titled "EMAP" & MoRTH and as per design drawing.

11000-03 11000 Providing hand pumps including provision made in RAP and as mentioned in the Part II link specific EMP table titled "EMAP".

No 10

Carried Forward

BILL OF QUANTITIES BILL NO. 11 : ENVIRONMENTAL IMPACT MITIGATION WORKS (CONTD.)



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

11000-04 11000 Constructing bus shelter for all bus laybys as detailed in the design drawing and as mentioned in the Part II link specific EMP table titled "ESMAP".

No 57

11000-05 11000 Providing sign boards

indicating major rivers,tourist location, pilgrim centres and silent zones as mentioned in the Part II link specific EMP table titled "ESMAP" & MoRTH

Sqm 50

11000-06 11000 Preserving and landscaping the

cultural properties like shrines and hyundi as mentioned in the Part II link specific EMP table titled "EMAP"& MoRTH and as per design drawing.

No 12

11000-07 11000 Demolishing the existing open

well and reconstructing the same as mentioned in the Part II, Vol. III EMP table titled "EMAP" and RAP.

No 5

Carried Forward



PAY ITEM NO. SPEC. DESCRIPTION UNIT ESTIMATED QUANTITY

UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

11000-08 11000 Dismantling the existing water taps and providing new water taps as mentioned in the Part II, Vol. III EMP table titled "EMAP" and RAP.

No 25

11000-12 11000 Developing parking space for

the land acquired for auto rickshaws, cars and jeep as identified in the strip plan and as mentioned in the Part II, Vol. III EMP table titled "EMAP" & MoRTH.

sqm 140

Carried Forward




UNIT RATE

IN FIGUR

UNIT RATE

IN WORD

AMOUNT

E (RS.) S (RS.)

Brought Forward 11000-15 11000 Providing landscaping with

provision of solid waste collection (dust bin), sitting arrangement as per typical design drawings provided in EMP.

No 31

11000-18 11000 Planting of Trees and their

Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

No 2,271

11000-19 11000 Planting of trees on inner side

of the sound insulating wall as noise barrier or green barrier for silence zones and maintaining them for four years.

No 200

Carried Forward




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

11000-24 11000 Providing and maintaining water sprayer in order to water the construction surface to supress excessive dust in dry season in addition to watering for compaction

Hour 2,520

11000-25 Air quality monitoring at two

sensitive locations along the project road during construction stage.

Nos. 18

11000-26 Water quality monitoring at two major water bodies along the road during construction stage.

Nos. 8

11000-28 Concrete flooring, with slope drains and oil interceptors for hot mix plant area and work shop, vehicle washing and fuel handling area in construction camps as mentioned in the Part

Nos. 4

II, Vol. III EMP table titled "EMAP".


BILL OF QUANTITIES

BILL NO. 12 : ELECTRICAL UTILITY SHIFTING



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

112-08

Transporting HT PSC/RCC poles as per specifications of KSEB by hand craft for an average distance of 1 km

Nos. 950

112-09

Transporting HT PSC/RCC poles as per specifications of KSEB by hand craft for every additional 1 km

Nos. 950

112-10

Transporting a poles as per

specifications of KSEB for 1 km Nos. 540

112-11

Transporting a pole as per specifications of KSEB for every additional 1 km

Nos. 540

112-12

Fitting and erecting one HT TW/RSJ/Rail/Single pole as per specifications of KSEB in position including fixing cross arm, digging and back filling pit in ordinary soil drawing sufficient length of GI earth leads to the ground for earthling (excluding provision of earthing)

Nos. 668

112-13

Fitting and erecting one HT PSC/RCC pole as per specifications of KSEB in position including fixing cross arm, digging and backfilling pit in ordinary soil drawing sufficient length of GI earth leads to the ground for earthling (excluding provision for earthing)

Nos. 107

112-14

Fitting and erecting one 'A' pole as per specifications of KSEB in position including fixing cross arm, digging and backfilling pit in ordinary soil drawing sufficient length of GI earth leads to the ground for earthling (Excluding provision of earthing)

Nos. 109

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-15

Fitting and erecting one four legged 'A' type single pole as per specifications of KSEB in position including fixing cross arm, digging and backfilling pit in ordinary soil drawing sufficient length of GI earth leads to the ground for earthling (Excluding provision of earthling)

Nos. 85

112-16

Fitting and erecting one HT Double pole as per specifications of KSEB structure using TW/RSJ/Rail poles as per specifications of KSEB in position including fixing cross arm, digging and backfilling pit in ordinary soil drawing sufficient length of GI earth leads

Nos. 35

to the ground for earthling (Excluding provision of earthling)

112-17

Fitting and erecting one HT DP RCC/PSC pole as per specifications of KSEB in position including fixing cross arm, digging and backfilling pit in ordinary soil drawing sufficient length of GI earth leads to the ground for earthling (Excluding provision of earthling)

Nos. 31

112-18

Fitting of HT stay set for 11 KV poles as per specifications of KSEB including digging and backfilling pit ordinary soil

Nos. 120

112-19

Fitting of providing strut for 11KV poles as per specifications of KSEB including digging and backfilling pit in ordinary soil

Nos. 15

112-20

Fitting of providing strut using HT PSC/RCC poles as per specifications of KSEB for 11 KV poles including digging and backfilling pit in ordinary soil.

Nos. 15

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-21

Fitting of HT FLY stay for PSC/RCC poles as per specifications of KSEB including digging and backfilling pit in ordinary soil.

Nos. 48

112-22

Additional rate for excavation of pit for HT poles as per specifications of KSEB/HT stay in Hard Laterite soil.

Nos. 18

112-23

Stringing of one KM 11 KV line with ACSR Racoom conductors (3 NOS) after hitting insulators and giving jumper connections.

km 55

112-24

Fitting of 5 nos. Channel cross arm AB switch D.O fuse, LA, LT/HT connection up to OH line

Nos. 50

112-25 Errection of CT/PT unit Nos. 4 112-26

Erection of 100/150/160 KVA Transformer

Nos. 61

112-27

Erection of 250/315/500 KVA Transformer

Nos. 11

112-28

Installation of one DTR meter box

Nos. 72

112-29 Fitting of one additional Fuse unit Nos. 280 112-30 Providing one earth using GI Pipe Nos. 140 112-31

Providing coil earth using GI Pipe

Nos. 115

112-32 Fitting of 1 set (3 Nos) LA Nos. 120 112-33 Fitting of 1 set (3 Nos) D.O Fuse Nos. 280 112-34

Fitting of 1 set AB switch, LA, D.O Fuse

Nos. 350

112-35

Conveyance of one KM 11 KV line excluding post

km 55

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-36

Fitting of one additional V/Angle/Channel cross arm in existing pole as per specifications of KSEB

Nos. 1,400

112-37

Fitting of one additional V/Angle/Channel cross arm in 11 KV DP pole as per specifications of KSEB

Nos. 1,200

112-38

Fitting of LT 2 line cross arm complete

Nos. 2,000

112-39

Fitting of LT 4 line cross arm complete

Nos. 4,000

112-40

Providing barbed wire anticlimbing protection 2.5m for one 11 KV pole as per specifications of KSEB

Nos. 50

112-41

Renewal of damaged 11 KV TW/RSJ/Rail pole as per specifications of KSEB with new pole in place including excavation of pit & refilling of pit etc.

Nos. 670

112-42

Renewal of damaged 11 KV PSC/RCC poles as per specifications of KSEB with new pole a in place including excavation of pit & refilling of pit etc.

Nos. 100

112-43 Renewal of one HT pin insulator. Nos. 600

112-44

Renewal of one HT Disc insulator

Nos. 400

112-45

Reinstalling LT line on the renewal 11 KV poles as per specifications of KSEB having both HT/LT Lines

Nos. 60

112-46 Renewal of damaged 11 KV Stay Nos. 240 112-47 Renewal of damaged Strut 11 KV Nos. 140 112-48

Dismantling one damaged 11KV/TW/RSJ Rail pole as per specifications of KSEB after discounting stays struts etc

Nos. 668

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-49

Dismantling one damaged 11KV PSC/RCC pole as per specifications of KSEB after discounting stays struts etc

Nos. 100

112-50

Dismantling one damaged 11KV 'A' Type pole as per specifications of KSEB after discounting stays struts etc

Nos. 109

112-51

Dismantling one damaged 11KV 4 legged 'A' Type pole as per specifications of KSEB after disconnecting stays struts etc

Nos. 81

112-52

Dismantling one damaged 11KV Strut PSC/RCC pole as per specifications of KSEB after disconnecting stays struts etc

Nos. 120

112-53

Dismantling one damaged 11KV (3 Nos) pole as per specifications of KSEB after disconnecting stays struts etc

Nos. 40

112-54

Dismantling one damaged cross arm/V cross arm pole as per specifications of KSEB after disconnecting stays struts etc

Nos. 2,100

112-55

Dismantling one damaged AB switch after disconnecting stays struts etc

Nos. 200

112-56

Transporting one LT PSC/RCC pole as per specifications of KSEB for 1 km

Nos. 856

112-57

Transporting additional 1Km one LT PSC/RCC pole as per specifications of KSEB for 1 km

Nos. 55

112-58 Erecting one LT PSC/RCC pole Nos. 856

as per specifications of KSEB 112-59

Erecting stay for LT poles as per specifications of KSEB

Nos. 300

112-60

Erecting stay strut for LT poles as per specifications of KSEB

Nos. 120

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-61

Erecting fly stay for LT poles as per specifications of KSEB

Nos. 48

112-62

Stringing Shackling fitting cross arm etc using ACSR Conductor for one Km LT single phase etc required

Km 55

112-63

Stringing Shackling fitting cross arm etc using ACSR Conductor for one Km 3 phase LT line required

Km 55

112-64 Stringing Shackling fitting cross Nos. 600

arm etc using ACSR Conductor for one no.Section fuse required

112-65

Stringing Shackling fitting cross arm etc using ACSR Conductor for one no.LT LA required

Nos. 840

112-66

Renewal of damaged LT TW/RSJ/Rail poles as per specifications of KSEB with new PSC/RCC poles including necessary conductor (Single Phase)

Nos. 856

112-67

Renewal of damaged LT TW/RSJ/Rail poles as per specifications of KSEB with new PSC/RCC poles including necessary conductor (Three Phase)

Nos. 600

112-68

Dismantling one LT TW/RSJ Rail pole as per specifications of KSEB after disconnecting all connection

Nos. 107

112-69

Dismantling one LT PSC/RCC pole as per specifications of KSEB after disconnecting all connection

Nos. 60

112-70

Dismantling one LT stay after disconnecting all connection

Nos. 120

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-71

Dismantling one LT strut stay after disconnecting all connection

Nos. 60

112-72

Redoing single phase WP connection

Nos. 12,000

112-73 Redoing 3 phase WP connection Nos. 9,000 112-74

Dismantling & refitting 2X40W fluorescent tube light etc as required

Nos. 1,400

112-75

Dismantling & refitting ordinary CFL/LED fitting etc as required

Nos. 400

112-76

Dismantling & refitting SV/MV/MH lamp fitting etc as required

Nos. 800

112-77

Shifting of duplicate LT line including restoring supply

Nos. 400

112-78

Labor charges for fabricating MS angle providing unnecessary holes,bending,cutting,grinding including welding

kg 100,000

112-79

Laying of LT XLPE UG cable as per KSEB specification

m 2,000

112-80

Excavation of tarred/concrete portion and back filling the trench

m 500

112-81

Mounting LT UG Cable including connection etc as required

Nos. 120

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-82

Labor charges for shifting 3X300 sq.mm XLPE HT UG Cable and back filing of trench

m 2,000

112-83

Labor charges for shifting 3X150 sq.mm XLPE HT UG Cable and back filing of trench

m 1,000

112-84

Laying of 3X300 sq.mm XLPE HT UG Cable and back filing of trench

m 6,000

112-85

Laying of 3X150 sq.mm XLPE HT UG Cable and back filing of trench

m 2,000

112-86

Charges for 300/150 Sq.mm cable straight joint

Nos. 400

112-87

Construction of Transformer plinth of size 1.5x1.5x1.5m

Nos. 11

112-88

Providing concrete muffing of size 45x45cmx1.5m

Nos. 180

112-89 Bake lite Fuse unit Nos. 800 112-90

25x3mm Copper strip/32x3mm Copper strip

kg 10,000


BILL OF QUANTITIES

BILL NO. 13 : WATER UTILITY SHIFTING



UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

FOR DISMANTLING THE Cl PIPE

112-90 Excavating in Hard soil for trenches for dismantling existing Cl pipe carefully without damaging pipe as per specifications of KWA , including excavation for socket and dressing of sides,ramming of bottom etc. with lift u p to 1.50m, stacking the excavated soil not more than 50 m clear from the edge of excavation and refilling t he trenches in layers not exceeding 20 cm depth including consolidating each layer by ramming, watering etc. complete them and depositing of surplus soil as directed.(PHED.1002)

cum 9409.51

112-91 Fencing 1.5 m height with two

rows or full horizontal bamboos tied with coir yarn on vertical bamboo fixed at 1.50 m interval including all cost and conveyance of all materials labour charges etc complete

m 5000

112-92 Cutting 250 mm C.l Pipe as per

specifications of KWA or all classes diametrically perpendicular to the axis of the pipe and smoothening the cut ends etc. complete. (Phed.ll04(6)) C l PIPE - 250 MM CL LA

Nos 345

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 112-93 Cutting 200 mm CI Pipe as per

specifications of KWA of all classes diametrically perpendicular to the axis of the pipe and smoothening the cut ends etc. complete. (Phed.ll 04(5)) Cl PIPE- 200 MM CL LA

Nos 790

112-94 Cutting 150 mm CI Pipe as per

specifications of KWA of all classes diametrically perpendicular to the axis of the pipe and smoothening the cut ends etc.complete.(Phed.l104(4)) C l PIPE- I50 MM CL LA

Nos 490

112-95 Cutting 100 mm CI Pipe as per

specifications of KWA of all classes diametrically perpendicular to the axis of the

Nos 325

pipe and smoothening the cut ends etc. complete. (Phed. II04(2)) C! PIPE - 100 MM CL LA

112-96 Cutting 80 mm CL Pipe as per specifications of KWA of all classes diametrically perpendicular to the axis of the pipe and smoothening the cut ends etc.complete.. (Phed .l I04( I)) Cl PIPE- 80 MM CL LA

Nos 200

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 112-97 Dismantling ,Conveying &

Stacking 250 mm Cl Pipes as per specifications of KWA & Specials, including specials and fillings after conveying them with in initial lead, and care fully lowering into site, as per the

m 1722

direction of the dept officer • 100m (Phed. 572) Cl PIPE 250 M M C L LA

112-98 Dismantling .Conveying & Stacking 200 mm C.I Pipes as per specifications of KWA & Specials, including specials and fillings after conveying them with in initial lead, and carefully lowering into site, as per the direction of the dept officer-100m (Phed. 572) Cl PIP'E - 200 MM CL LA

m 3945

112-99 Dismantling, Conveying &

Stacking 150 mm CI Pipes as per specifications of KWA & Specials. including specials and fittings after conveying them with in initial lead, and carefully lowering into site, as per the direction of the dept officer- 100m (Phed. 572) Cl PIPE - I50 MM CL LA

m 2428

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 112-100 Dismantling, Conveying &

Stacking 100mm CI Pipes as per specifications of KWA & Specials. Including specials and fittings after conveying them with in initial lead, and carefully lowering into site. as per the direction of the dept officer- 100m (PhD. 572) C l PIPE - 100 M M CL LA

m 1610

112-101 Dismantling, Conveying &

Stacking 80mm CI Pipes as per specifications of KWA & Specials. Including specials and fittings after conveying them with in initial lead, and carefully lowering into site. as per the direction of the dept officer- 100m (Phed. 572) C l PIPE - 80 M M CL LA

m 1000

112-102 Demolishing RCC work of Valve

chamber including separately removing and stacking available reinforcement and clearing away

cum 51.84

the debris within a distance of 150m - 10d m3 (PWD.28)

FOR RELAYING OF Cl / DI PIPE

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward 112-103

Excavating in all classes of soil for trenches to lay pipes as per specifications of KWA including excavation for sockets and dressing of sides, ramming of bottom etc with lift up to 1.50m, stacking the excavated soil not more than 50m, clear from the edge of the excavation and refilling the trenches after laying pipes in layers not exceeding 20cm, depth including consolidating each layer by ramming. watering etc complete

cum 38655.65

then and disposing the surplus soil as directed

112-104

Fencing 1.5 m height with two rows or full horizontal bamboos tied with coir yarn on vertical bamboo fixed at 1.50 m interval including all cost and conveyance of all materials labour charges etc complete

m 25000

112-105

Conveying & Laying 250 mm CI/DI Pipes as per specifications of KWA & Specials, including specials and fittings after conveying them with in initial lead, and carefully lowering into trenches, placing in position to lines and levels ready for joint - 100m (Phed.572)

m 1750

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT



m 4,000

112-107


m 2,460

112-108

Conveying & Laying 100 mm CI/DI Pipes as per specifications of KWA & Specials, including specials and fittings after conveying them with in initial lead, and carefully lowering into

m 3,240

trenches, placing in position to lines and levels ready for joint - 100m (Phed.568)

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT


Conveying 63mm dia P.V.C pipes ( 6 kg/cm 2 ) as per specifications of KWA and specials, solvent cement from the stacking place of work site, lowering into trenches already made, placing in position aligning the pipe to lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure, including hire charges for all tool testing equipments. Cost and conveyance of water etc.complete. l00m.

m 7,500

(TC/KWA. I106(4))

112-110

Conveying 75mm dia P.V.C pipes ( 6 kg/cm 2 ) as per specifications of KWA and specials, solvent cement from the stacking place of work site, lowering into trenches already made, placing in position aligning the pipe to lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure, including hire charges for all tool testing equipments. Cost and conveyance of water etc.complete. l00m. (TC/KWA. I106(5))

m 1,500

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT



m 1,100

112-112


m 20,000

112-113

Conveying 110mm dia P.V.C pipes ( 6 kg/cm 2 ) as per specifications of KWA and specials, solvent cement from the stacking place of work site,

m 18,000

lowering into trenches already made, placing in position aligning the pipe to lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT


Conveying 140mm dia P.V.C pipes ( 6 kg/cm 2 ) as per specifications of KWA and specials, solvent cement from the stacking place of work site, lowering into trenches already made, placing in position aligning the pipe to lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the

m 1,000

required test pressure, including hire charges for all tool testing equipments. Cost and conveyance of water etc.complete. l00m. (TC/KWA. I106(8))

112-115


m 4,050

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN

UNIT RATE

IN

AMOUNT

FIGURE (RS.)

WORDS (RS.)



m 1,880

112-117

(Supplying), Conveying, threading laying and jointing 50mm dia G.l pipe as per specifications of KWA with fittings, including trenching and refilling, testing watching lighting etc complete including fencing and providing caution boards.(PH ED 513)- for 10m

m 200

112-118


m 100

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT



m 100

112-120


m 100

112-121


m 100

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-122


m 100

112-123

Cutting 250 mm CI/DI Pipe as per specifications of KWA or all classes diametrically perpendicular to the axis of the pipe and smoothening the cut ends etc. complete. (Phed.ll04(6))

Nos 50

112-124


Nos 60

112-125


Nos 50

112-126

Cutting 100 mm CI/DI Pipe as per specifications of KWA or all classes diametrically perpendicular to the axis of the

Nos 90

pipe and smoothening the cut ends etc. complete. (Phed.ll04(2))

112-127


Nos 40

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT


Jointing of 80 mm CI/DI Tyton pipes as per specifications of KWA already laid in trenches using rubber gaskets after cleaning the ends of pipes inserting the rubber gaskets inside the groove of sockets and making the joint water tight without causing any damages to the rubber gasket, including cost

Nos 220

of all labours, hire charges for winch and other appliances etc.complete but excluding cost of rubber gasket(TC3 AI)

112-129

Jointing of 100 mm CI/DI Tyton pipes as per specifications of KWA already laid in trenches using rubber gaskets after cleaning the ends of pipes inserting the rubber gaskets inside the groove of sockets and making the joint water tight without causing any damages to the rubber gasket, including cost of all labours, hire charges for winch and other appliances etc.complete but excluding cost of rubber gasket(TC3 AI)

Nos 575

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT

Brought Forward

112-130

Jointing of 150 mm CI/DI Tyton pipes as per specifications of KWA already laid in trenches using rubber gaskets after cleaning the ends of pipes inserting the rubber gaskets inside the groove of sockets and making the joint water tight without causing any damages to the rubber gasket, including cost of all labours, hire charges for winch and other appliances etc.complete but excluding cost of rubber gasket

Nos 490

112-131

Jointing of 200 mm CI/DI Tyton pipes as per specifications of KWA already laid in trenches using rubber gaskets after cleaning the ends of pipes inserting the rubber gaskets inside the groove of sockets and making the joint water tight without causing any damages to the rubber gasket, including cost of all labours, hire charges for winch and other appliances etc.complete but excluding cost of rubber gasket

Nos 790

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT


Jointing of 250 mm CI/DI Tyton pipes as per specifications of KWA already laid in trenches using rubber gaskets after cleaning the ends of pipes inserting the rubber gaskets inside the groove of sockets and making the joint water tight without causing any damages to the rubber gasket, including cost of all labours, hire charges for winch and other appliances etc.complete but excluding cost of rubber gasket(TC3 AI)

Nos 345

112-133

Jointing of 80 mm dia C.IFlanged pipes as per specifications of KWA laid in trenches to lines and levels, inserting compressed fibre or I. R sheet cut ti suit the size of pipe and bolt holes, bolting with 8 nos. of 16 mm dia x 75 mm

Nos 40

long or nearest size bolts, nuts and washers, including conveying the jointing materials within initial lead etc. complete to make water tight joints capable of withstanding required pressure. - Each joint(Phed.620).

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

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IN WORDS (RS.)

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Jointing of 100 mm dia C.I Flanged pipes as per specifications of KWA laid in trenches to lines and levels, inserting compressed fibre or I. R sheet cut to suit the size of pipe and bolt holes, bolting with 8 nos. of 16 mm dia x 75 mm long or nearest size bolts, nuts and washers, including conveying the jointing materials within initial

Nos 60

lead etc. complete to make water tight joints capable of withstanding required pressure. - Each joint(Phed.620).

112-135

Jointing of 150 mm dia Flanged pipes as per specifications of KWA laid in trenches to lines and levels, inserting compressed fibre or I. R sheet cut ti suit the size of pipe and bolt holes, bolting with 8 nos. of 16 mm dia x 75 mm long or nearest size bolts, nuts and washers, including conveying the jointing materials within initial lead etc. complete to make water tight joints capable of withstanding required pressure. - Each joint(Phed.620).

Nos 490

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

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IN WORDS (RS.)

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Brought Forward

112-136

Jointing of 200 mm dia C.I Flanged pipes as per specifications of KWA laid in trenches to lines and levels, inserting compressed fibre or I. R sheet cut ti suit the size of pipe and bolt holes, bolting with 8 nos. of 16 mm dia x 75 mm long or nearest size bolts, nuts and washers, including conveying the jointing materials within initial lead etc. complete to make water tight joints capable of withstanding required pressure. - Each joint(Phed.620).

Nos 790

112-137

Jointing of 250 mm dia C.IFlanged pipes as per specifications of KWA laid in trenches to lines and levels, inserting compressed fibre or I. R sheet cut ti suit the size of pipe and bolt holes, bolting with 8 nos. of 16 mm dia x 75 mm long or nearest size bolts, nuts and washers, including conveying the jointing materials within initial lead etc. complete to make water tight joints capable of withstanding required pressure. - Each joint(Phed.620).

Nos 345

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

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IN WORDS (RS.)

AMOUNT


Conveying and fixing 20 mm dia CI air valve including cost and conveyance of all materials.lncluding all charges etc complete

Nos 40

112-139

Testing 80mm dia pipe line as per specifications of KWA with water to the required test pressure, including all cost and conveyance of water and labour charges and hire for tools and equipments etc. complete.- 80 m test length. (Phed.1016)

Nos 1,100

112-140 Cl IDI PIPE- 80 MM CL LA m 3,240 112-141

Testing I00mm dia pipe line as per specifications of KWA with water to the required test pressure, including all cost and

m 2,460

conveyance of water und labour charges and hire for tools and equipments etc.complete.- 150 m test length. (Phed. I016)

Carried Forward

BILL OF QUANTITIES




UNIT RATE

IN FIGURE (RS.)

UNIT RATE

IN WORDS (RS.)

AMOUNT


Testing 200mm dia pipe line as per specifications of KWA with water to the required test pressure, including all cost and conveyance of water and labour charges and hire for tools and equipments etc. complete.- 200 m test length. (Phed.1016)

m 4,000

112-143 Cl IDI PIPE- 100 MM CL LA m 1,750 112-144

Testing 250mm dia pipe line as per specifications of KWA with water to the required test pressure, including all cost and conveyance of water and labour

Nos 5

charges and hire for tools and equipments etc. complete.- 150 m test length. (Phed.1016)

112-145 Cl IDI PIPE- 250 MM CL LA Nos 13 112-146

Conveying from stack with ion initial lead 250 mm Cl P/E non- raising sluice valve,250 m CI P/E valve

Nos 12

112-147


Nos 15

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IN FIGURE (RS.)

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Nos 15

112-149

Conveying and fixing 50 mm GM valve in line including,50 m GM

Nos 30

valve 112-150

R .C.C. I :2:4 using 20mm nominal size broken stone including all form work concrete identification board to the pipe line and for anchor block at bend portion

cum 46

112-151

Reinforcement for R.C.C work bend, tied and placed in position (plain grills requiring bending cold) include cost and conveyance of all materials, labour charges etc up to height 5.00 m from GL

Qtl 60

112-152

Plastering with cm 1:3. 12 mm thick one coat floated hard and trowelled smooth including all cost of materials and labour charges etc complete

Sqm 800

Construction of value

chamber

112-153

Earth work excavation in hard soil and depositing on bank with initial lead up to 50 m and lift up to 1.5 m including ,breaking clods, watering, ramming, sectioning of spoil bank, etc complete

cum 131

Carried Forward

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IN FIGURE (RS.)

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Cement concrete I :4:8 using 40 mm nominal size broken stones including cost of materials, conveyance and labour charges ,watering, curing etc

cum 12

112-155

Reinforced Cement concrete M 20 grade using 20mm( nominal size) broken stones including cost and conveyance of materials , labour charges,watering ,curing etc complete but excluding the cost of reinforcement for valve chamber

dm3 61,500

112-156

Reinforcement for R.C.C work bend, tied and placed in position (plain grills requiring bending cold ) include cost and conveyance o f all materials, labour charges etc up to height 5.00 m from GL

Qtl 72

112-157

Plastering with cm 1:3, 12 mm thick one coat floated hard and trowelled smooth including all cost of materials and labour charges etc complete

Sqm 480

Carried Forward

BILL OF QUANTITIES




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IN FIGURE (RS.)

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Brought Forward

FOR REINSTATING HOUSE SERVICE CONNECTION

112-158

Supplying conveying and fixing all house service connection materials including all labour charges etc complete

Nos 500

112-159

Supplying conveying and fixing all public tap connection materials including all labour charges etc complete

Nos 150


Summary

Documents

GOVERNMENT OF KERALA - KeralaPWDkeralapwd.gov.in/keralapwd/eknowledge/Upload/documents/1653.pdf · for RCC, complete cum 25 202-04 ... as per IRC:SP-63 as per the approved dwg sqm