bill of quantities volume – iii - kpwd.co.inkpwd.co.in/pdf/bid_documents/wep4/volume...

GOVERNMENT OF KARNATAKA

PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT

PROJECT IMPLEMENTATION UNIT

Loan Number …………… - IN

KARNATAKA STATE HIGHWAYS IMPROVEMENT PROJECT – II STAGE 1

(International Competitive Bidding)

Upgradation of the Road from Tinthni (Km.0+000) to Kalmala (Km 73+800) of SH-61 & SH-15

Contract No. KSHIP-II/STG1/ICB/WEP4

Bill of Quantities

Volume – III

January 2010

Karnataka State Highways Improvement Project-II, Stage 1 Volume III: BOQ

Bill of Quantities Page 1 of 2 Preambles

BILL OF QUANTITIES

A. Preamble 1. The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, General and

Special Conditions of Contract, Technical Specifications, and Drawings. 2. The quantities given in the Bill of Quantities are estimated and provisional, and are given to

provide a common basis for bidding. The basis of payment will be the actual quantities of work ordered and carried out, by the Contractor and verified by the Engineer and valued at the rates and prices bid in the priced Bill of Quantities, where applicable, and otherwise at such rates and prices as the Engineer may fix within the terms of the Contract.

3. The rates and prices bid in the priced Bill of Quantities shall, except insofar as it is otherwise

provided under the Contract, include all Constructional Plant, labour, supervision, materials, erection, maintenance, insurance, profit, taxes, and duties, together with all general risks, liabilities, and obligations set out or implied in the Contract.

4. A rate or price, in Figures as well as words, shall be entered against each item in the priced Bill

of Quantities, whether quantities are stated or not. The cost of items against which the Contractor has failed to enter a rate or price shall be deemed to be covered by other rates and prices entered in the Bill of Quantities.

5. The whole cost of complying with the provisions of the Contract shall be included in the items

provided in the priced Bill of Quantities, and where no items are provided, the cost shall be deemed to be distributed among the rates and prices entered for the related items of work.

6. General directions and descriptions of work and materials are not necessarily repeated nor

summarised in the Bill of Quantities. References to the relevant sections of the Contract documentation shall be made before entering prices against each item in the priced Bill of Quantities.

7. Provisional Sums included and so designated in the Bill of Quantities shall be expended in

whole or part at the direction and discretion of the Engineer in accordance with Sub-Clause 13.5 and Clause 13.6 of the General Conditions of Contract.

8. The method of measurement of completed work for payment shall be in accordance with the

provisions of the MORT&H Specifications for Road and Bridge Works (4th Revision) published by the Indian Roads Congress.

9. Errors will be corrected by the Employer for any arithmetic errors in computation as follows:

(a) Where there is a discrepancy between amounts in figures and in words, the amount in

words will govern; and (b) Where there is a discrepancy between the unit rate and the total amount derived from

the multiplication of the unit price and the quantity, the unit rate as quoted will govern, unless in the opinion of the Employer, there is an obviously gross misplacement of the decimal point in the price, in which event the total amount as quoted will govern and the unit rate will be corrected.

10. Hard Rock is defined as all materials which, in the opinion of the Engineer, require blasting, or

the use of metal wedges and sledgehammers or the use of compressed air drilling for their removal, and which cannot be extracted by ripping with a tractor of at least 150 brake-horsepower with a single, rear-mounted, heavy-duty ripper.

Karnataka State Highways Improvement Project-II, Stage 1 Volume III: BOQ

Bill of Quantities Page 2 of 2 Preambles

11. Measurement for lined side drains shall be on unit rate basis, in accordance with various items of work involved in the execution of the drain work.

12. ABBREVITATIONS mm Millimetre cm Centimetre m Metre km Kilometre Sqm Square metre ha Hectrare Sq.km Square Kilometre cum CubieMetre l Litre kl Kilolitre kg Kilogram t.km tonne kilometre MoRT&H Ministry of Road Transport and Highways IS Indian Standard IRC Indian Roads Congress T&P Tools and Plants GI Galvanised Iron CI Cast Iron RCC Reinforced Cement Concrete PCC Plain Cement Concrete GL Ground Level Rs Rupees Dia Diameter Min Minimum Max Maximum No Number hr Hour i.e, That is eg For example WBM Water Bound Macadam BM Bituminous Macadam SDBC Semi-Dense Bituminous Concrete BC Bituminous Concrete FE loader Front end Loader OMC Optimum Moisture Content L Lead in Kilometre HMP Hot Mix Plant RR Road Roller WMM Wet Mix Macadam

Karnataka State Highways Improvement Project - II International Competitive BiddingContract No: WEP4

Item No Description Amount

1 BILL NO. 1 – PRELIMINARY & GENERAL

2 BILL NO. 2 – SITE CLEARANCE

3 BILL NO.3 - EARTHWORKS

4 BILL NO.4 – SUB-BASE COURSE & BASE COURSE (Non Bituminous)

5 BILL NO.5 – BASE AND SURFACE COURSES (Bituminous)

6 BILL NO. 6 – CULVERTS

7 BILL NO. 7 – BRIDGES

8 BILL NO. 8– DRAINAGE AND PROTECTION WORK

9BILL NO.9 – TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

10 BILL NO.10 - SAFETY IN ROAD CONSTRUCTION ZONE

11 BILL NO.11-EMP COST

12 BILL NO.12-DAY WORKS

GRAND TOTAL

CONTRACT PACKAGE -WEP4

Summary of Cost

AMOUNT IN RUPEES __________________________________________________________________

Volume III : Summary of Cost 1 of 1


In Figures In WordsBILL NO. 1 – PRELIMINARY & GENERAL

1.01Procure (Purchase) and Supply brand new vehicles for Employer Sitestaff. including Registration, Full Comprehensive Insurance (1st year)Number plate, Road Tax , etc.

a) Mahindra Scorpio SLX Turbo 2.6 – 7 seater option 4 x 4 wheel driveCRDE EURO II or "Equivalent approved"

No. 1

1.02Supply of digital colour record photographs fixed in albums and copiedon to a CD as per Tech. Spec. Cl. 125 (on an avg. 75photographs /month)

No. 1,500

1.03Supply of video cassette: Taking video film of important activities forplaying time of 180 minutes each as per Tech.Spec. Cl. 126a) Start of the Contract No 1b) During execution of Works No 2c) End of the Contract No 1

1.04

Maintenance of Earthen shoulders by filling with new gravely soil bymaking up loss of material/irregularities on shoulder to design level byadding new soil and compacting with plate compactor to the desired fielddensity with all lead and lift as per Tech Spec. Cl. 3003.1

Sq.m 31,013

1.05Filling and Patching of Potholes as per Technical Specification Cl.3004.2

a) Depth upto 100mm Sq.m 15,920b) More than 100mm Sq.m 18,194

Total Carried to Summary

BILL OF QUANTITIES CONTRACT PACKAGE -WEP-4

Sl. No. Description UnitEstimated Quantity

Rate (Rs.)Amount (Rs.)

Volume III : BOQ 1 of 23


In Figures In WordsBILL NO. 2 – SITE CLEARANCE

2.01Clearing and grubbing for road land, embankment, drain, cross drainagestructures complete as per Technical Specification clause 201.

ha 111

2.02 (Item No. 2.02, Not Used)i) Above 300mm to 600mm girth No. 0ii) 600 mm to 900 mm girth No. 0iii) 900 mm to 1800 mm girth No. 0iv) Above 1800 mm girth No. 0

2.03Dismantling structures and pavements including disposal of dismantledmaterial and / or salvaging useful material complete as per TechnicalSpecification clause 202 and section 2800.

a) Brick Masonry/Stone Masonary cu.m 7,766b) Stone Slab in Structure Sqm 17c) Plain cement concrete cu.m 3,205

d) Reinforced cement concrete including straitening and cutting of bars andseparating them completely.

cu.m 978

e) Pavement Structure i) Bituminous Pavement/Granular Pavement Courses. cu.m 44,636(Item No. 2.03 (e) (ii), Not Used) - 0

f) (Item No. 2.03 (f) , Not Used) - 0g) (Item No. 2.03 (g) , Not Used) - 0h) (Item No. 2.03 (h) , Not Used) - 0i) Wearing Coat Sqm 4,844j) (Item No. 2.03 (j) , Not Used) - 0k) Dismantling Hume Pipe/GI Pipes over 300 mm dia. Lm 1,994

2.04 (Item No. 2.04 , Not Used) - 0






In Figures In WordsBILL NO.3 - EARTHWORKS

3.01

Roadway excavation necessary for construction of roadway and drainageincludes dressing, trimming and compacting the cut formation inaccordance with requirements of lines, grades and cross fall complete asper Technical Specification clause 301. and disposal of all cut materialincluding necessary stacking of suitable material with all lead and lift .

a) In all types of Soil cu.m 7,40,940

3.02Construction of embankment with approved material from borrow areascomplete as per drawing and Technical Specification clause 305 with allleads and lifts complete

cu.m 39,060

3.03Construction of embankment with available material obtained from Roadway excavation complete as per drawing and Technical Specificationclause 305 with all leads and lifts complete

cu.m 0

3.04Construction of subgrade with approved material from approved borrowareas as per Technical Specification clause 305 including all leads andlifts complete.

cu.m 5,67,656

3.05Construction of earthen shoulder with approved material from approvedborrow areas as per drawing and Technical Specification clause 305 and407 including all leads & lifts complete.

cu.m 83,577

- (Item No. 3.06 , Not Used) - 0

3.07

Construction of Embankment using Fly ash/Pond ash available form coalor lignite burring Thermal plants as waste material admixtured withgranular soil, free from organic matter/deleterious material or clayey siltscontent not less than 10%(fly ash) as per Technical specification,including all leads and lifts complete.,

Cum 7,42,140






In Figures In WordsBILL NO.4 – SUB-BASE COURSE & BASE COURSE (Non Bituminous)

4.01Construction of Granular sub-base (GSB) with approved materialsconforming to Grading-I (Table 400-2), as per Technical SpecificationClause 401

Cu.m 1,90,277

4.02Construction of Wet Mix Macadam (WMM) base with approved materialcomplete as per drawing and Technical Specification clause 406.

Cu.m 2,02,240






In Figures In WordsBILL NO.5 – BASE AND SURFACE COURSES (Bituminous)

5.01Providing and laying bituminous prime coat over granular surface withbituminous emulsion complete as per Technical Specification clause 502.

sq.m 8,09,487

5.02Providing and laying bituminous tack coat with bituminous emulsioncomplete as per Technical Specification clause 503

a) Over Treated Primer Surface sq.m 7,88,784

5.03Providing and laying Dense graded Bituminous Macadam (DBM) courseGrading 2 of Table 500-10 using 60/70 grade bitumen complete as perTechnical Specification Clause 507

cu.m 38,121

5.04Providing and laying Bituminous concrete using penetration grade 60/70bitumen with complete as per Technical Specification clause 509.

cu.m 30,500


5.06Providing and laying Mix seal Surface using penetration grade 60/70Bitumen as per Tech Spec. clause 512.

Sq.m 28,506






In Figures In WordsBILL NO. 6 – CULVERTS

6.01Earth work in excavation of foundation for structure complete includingall leads and lifts as per drawing and Technical Specification clauses 304and 2903.

a) In all types of Soil cu.m 17,579

b) Ordinary Rock (not requiring blasting) cu.m 191

6.02Providing backfilling behind abutment, wing wall, return wall or anyother area with selected granular materials of approved quality completeas per drawing or Technical Specification clause 305, 2907 and IRC 78

cu.m 14,006

6.03Providing and laying filter media behind abutment, wing wall and returnwall complete as per drawing and Technical Specification clauses 309and 2504..

cu.m 454

6.04Providing and laying cement concrete flooring/ levelling in foundationcomplete as per drawing and Technical Specification 1500, 1700, 2100& 2200.

a) M-15 cu.m 2,446

6.05Providing and laying Plain/Reinforced cement concrete infoundation/sub structure etc. excluding reinforcement complete as perdrawing and Technical Specification 1500, 1700, 2100 & 2200.

a) M 20 Grade cu.m 8,128

b) M 30 Grade cu.m 737

6.06Providing and laying reinforced cement concrete in superstructurecomplete etc.. excluding reinforcement as per drawing and TechnicalSpecification section 1500, 1700 & 2300.

a) M 25 Grade cu.m 754

b) M 30 Grade cu.m 881

6.07Providing, cutting & fixing in position TMT bar reinforcement completeas per drawing & Technical Specification section 1600.

T 311

6.08

Providing and fixing in Position 20mm thick compressible fiber board inexpansion joint including sealing with a joint sealing compound as perdrawing and Technical Specification section 2600 and direction of theEngineer.

sq.m 989

Total Carried to Next page





In Figures In Words

BILL NO. 6 – CULVERTS, Contd.,

Brought forward from page 1

6.09Providing and fixing the Tar paper bearings complete reinforced withbitumen laminated Kraft paper conforming to IS-1398 and as perdrawing and Technical Specification section 2000 & IRC SP 13.

sq.m 366

6.10Providing and fixing galvanized drainage spouts complete as per drawingand Technical Specification clause 2705.

No. 64

6.11

Providing & laying reinforced cement concrete (grade M-25) in approachslab including reinforcement & bituminous joint filler between approachslab & dirt wall complete as per drawing and Technical Specificationsection 1500,1600, 1700 & 2704.

cu.m 351

6.12Providing, laying and jointing RCC NP-4 pipes (as per IS: 458-1988)Hume pipes for culverts complete as per drawing and TechnicalSpecification section 2900 and IRC : SP : 13-1973.

a) Diameter 900 mm Lm 45

b) Diameter 1000 mm Lm 780

c) Diameter 1200 mm Lm 383

6.13Providing and fixing PVC pipe of 100mm dia. for weep holes inabutment, wing wall and return wall complete as per TechnicalSpecification clause 2200 & 2706.

No. 2,318

6.14Providing and laying stone pitching in slope and apron (300 mm thick)for earth protection complete as per drawing or Technical Specificationclause 2504

cu.m 2,735

6.15Providing and fixing Marker Post for buried culvert as per drawing,IRC:7-1971 and directions of the Engineer including painting thenecessary details with synthetic enamel as per directions of the Engineer.

No. 50

6.16Painting of culvert no. and span arrangement as per TechnicalSpecification section 800.

No. 341






In Figures In Words

BILL NO. 6 – CULVERTS, Contd.,


6.17Painting with water proof cement paint of approved band and shade intwo coat on all exposed surfaces, including cost of materials, labourcomplete as per specification.

Sqm 4,437

6.18Painting with two coats of new concrete surface after filling the surfacewith Synthetic enamel paint in all shades on new plastered concretesurface

Sqm 950

6.19Providing, laying and jointing RCC NP-3 pipes (as per IS: 458-1988)Hume pipes for culverts complete as per drawing and TechnicalSpecification section 2900 and IRC : SP : 13-1973.

a) Diameter 900 mm Lm 700


6.21Filling in foundation with sand and granite boulders of 100 to 150mmsize in foundation including watering, tamping with all leads andlifts, etc., complete as per technical specifications.

Cum 430






In Figures In WordsBILL NO. 7 – BRIDGES

7.01Earth work in excavation of foundation for structure complete includingall leads and lifts as per drawing and Technical Specification clause 304

a) In all types of Soil cu.m 27,174

b) Ordinary Rock (not requiring blasting) cu.m 1,608

c) Hard Rock (controlled blasting) cu.m 206

7.02Backfilling behind abutment, wing wall and return wall or any other areawith selected granular materials of approved quality complete as perdrawing or Technical Specification clause 305, 2900 & IRC 78.

cu.m 5,028

7.03Providing and laying filter media behind abutment, wing wall and returnwall complete as per drawing and Technical Specification clauses 309and 2504.

cu.m 2,894

7.04Providing and laying Cement Concrete flooring / levelling complete asper drawing and Technical Specification 1400, 1500, 1700, 2100 &2500.

a) M-15 Grade cu.m 2,862

7.05

Providing and laying cement concrete / reinforced cement concrete forfoundation and sub-structure excluding cost of reinforcement with allleads and lifts as per drawing and Technical Specification section 1500,1700 2100, 2200 & 2300. and as directed by Engineer

a) (Item No. 7.05 (a) , Not Used) - 0

b) M-25 cu.m 2,612

c) M-30 cu.m 8,139






In Figures In WordsBILL NO. 7 – BRIDGES, Contd.,


7.06Providing and laying reinforced cement concrete in superstructurecomplete etc.. excluding reinforcement as per drawing and TechnicalSpecification section 1500, 1700 2100, 2200 & 2300.

a) Grade M--25 cu.m 150

b) Grade M-30 cu.m 1,492

c) Grade M-35 cu.m 2,128

7.07Providing and laying reinforced cement concrete in superstructurecomplete etc.. excluding reinforcement as per drawing and TechnicalSpecification section 1500, 1700 2100, 2200 & 2300.

a) Grade M40 RCC/PSC cu.m 1,083

7.08Providing, cutting and fixing in position TMT bar reinforcementcomplete as per drawing and Technical Specification section 1600.

T 1,642

7.09

Providing, cutting and fixing in position 19K13 type HTS strands alongwith HDPE Corrugated sheathing, Anchorages and other accessoriesincluding stressing, grouting etc complete as per drawing and TechnicalSpecification sections Cl 1800

T 33

7.10Providing and fixing tar paper bearing complete reinforced with bitumenlaminated Kraft paper conforming to IS-1398 and as per drawing andTechnical Specification section 2000 & IRC SP13

sq.m 503

a) Electrometric Bearing Cu.cm 9,03,296








7.11Providing and fixing the following type expansion joints complete as perdrawing and Technical Specification section 2600.

a)

Providing & fixing in Position 20mm thick compressible fiber board inexpansion joint including Sealing with a joint sealing compound as perdrawing and Technical Specification clause 2605 and direction of theEngineer.

sq.m 300

b)Providing asphaltic plug joint as per drawing and TechnicalSpecifications section 2600

Lm 701

c) Compression Seal Joint Lm 609d) Strip Seal joint for 40mm moment Lm 70

7.12Providing filling joint sealing compound as per drawing with coarse sandwith 6% bitumen by weight as per Technical Specification clause 2605

Lm 378

7.13Providing and fixing galvanized drainage spouts complete as per drawingand Technical Specification clause 2705.

No. 171

7.14Providing, laying and erecting cement concrete grade M-40 in CrashBarrier excluding the cost of reinforcement complete as per drawing andTechnical Specification clause 809 and sections 1500,1600 and 1700.

Lm 1,778

7.15

Providing & laying reinforced cement concrete (grade M-30) in approachslab including reinforcement & bituminous joint filler between approachslab & dirt wall complete as per drawing and Technical Specificationsection 1500,1600, 1700 & 2704.

cu.m 725








7.16Providing and fixing PVC pipe 100mm dia. for weep holes in abutment,wing wall and return wall complete as per Technical Specification clause2706 & 2200.

No. 2,261

7.17Providing 150mm dia PVC pipe for utility ducts in foot path as perTechnical Specification

Lm 4,017

7.18Painting of bridge no and span arrangement as per IRC-7: 1971 drawingsand direction of the engineer. Tech Spec Cl. 800

No. 172

7.19Providing Wearing Coat (56mm) consisting of 50mm thick Asphalticconcrete and 6mm thick Mastic Asphalt including prime coat as perTech. Spec. Cl.2700

sq.m 9,001

7.20Construction Gabion wall (mattress) with segments of wire crates as perTech Spec Cl. 2503

cu.m 605

7.21 Construction of Gabion mattress 170 mm thick as per Tech Spec. 2503 sq.m 8,620

7.22 Construction of Gabion mattress 230 mm thick as per Tech Spec. 2503 sq.m 4,694

7.23 Providing Geotextile over filter material as per specification sq.m 13,314

7.24Painting with water proof cement paint of approved band and shade intwo coat on all exposed surfaces, including cost of materials, labourcomplete as per specification.

Sqm 11,643

7.25Painting with two coats of new concrete surface after filling the surfacewith Synthetic enamel paint in all shades on new plastered concretesurface

Sqm 4,444

7.26Provide and maintain temporary diversion of road at site of bridgereconstruction location including structure if needed and dismantlingafter completion as per Tech. Spec. 112 and as directed by Engineer.

Lm 4,580


Sl. No. Description Unit Estimated Quantity

Rate (Rs.) Amount (Rs.)





7.27Granite Stone masonry work in (1:3) CM in substructure completeexcluding pointing and plastering as per drawing & TechnicalSpecification Section 1400.

Cum 1,140


7.29Pointing with CM (1:3) on stone work in superstructure / substructure asper Tech. Spec Cl.1405.6

Sq.m 2,532

7.30Providing plastering 12mm the, with cement mortor 1:3 as per Tech,Spec 1300.

Sq.m 192

7.31Providing and laying stone pitching on slopes (300 mm thick) for earthprotection and aprons complete as per drawing or TechnicalSpecification clause 2504

Cum 1,268

7.32Providing and laying filter media below stone pitching as per drawingand Technical Specification clauses 309 and 2504.

Cum 755

7.33

Removal of defective concrete, cleaning the surface thoroughly, applyingthe concrete mixture mechanically with compressed air under pressure,comprising of cement, sand, coarse aggregates, water and quick settingcompound in the proportion as per technical Clause 2807

Sq.m 192








7.34Epoxy bonding of new concrete to old concrete, including cost of allmaterials, labour, lead lifts as per Technical Specification Clause 2805

Sq.m 192

7.35

Carrying out repair of RCC M30 railing to bring it to the original shape,by cutting and trimming the damaged portion to a regular shape, cleaningthe area to be repaired thoroughly, applying cement concrete aftererection of proposed form work, reinforcements and disposing ofdismantled material, including cost of materials, labour, hire charges ofmachinery, lead, lifts, loading, unloading etc., complete

Lm 100


7.37Filling in foundation with sand and granite boulders of 100 to 150mmsize in foundation including watering, tamping with all leads and lifts,etc., complete as per technical specifications.

Cum 560






In Figures In Words

BILL NO. 8– DRAINAGE AND PROTECTION WORK

8.01Providing and laying turfing on embankment slopes, verges, earthenshoulders and other locations with green sods as per drawing andTechnical Specification clause 307.

Sq.m 39,188

8.02

Providing and installing Single Metal Beam Crash Barrier systemcomprising of "W" profile beams, posts, spacer channels, terminal pieces,reflectors and requisite number of fasteners including Foundationcomplete as per the Drawings and technical specific

Lm 5,191

8.03 Construction of lined drains and footpath, Toe walls as per drawings

a) Cement Concrete grade M15 including form work for levelling coarse asper Tech Spec. 1500 & 1700.

Cum 793

b) Cement Concrete grade M20 including form work for sub-structure asper Tech Spec. 1500 & 1700.

Cum 5,166

c) Providing, casting and fixing in position Kerb Type II with cementconcrete M30 grade per Tech Spec.408,1500 & 1700.

Lm 1,093

d) Providing, casting and fixing in position RCC cover slab with cementconcrete M25 grade per Tech Spec. 1500 & 1700. (excludingreinforcement)

Cum 504

e) TMT steel reinforcement bars complete as per bending scheduledrawings Tech Spec. 1600, 1800 & 2300.

T 260

f) Providing and fixing in position MS gratings of size 1500 x 300 mmmade out of MS Flats 25 x 80 mm as per drawing.

No. 772

g) Providing and fixing 50 mm dia PVC pipes as per drawing Lm 456






In Figures In Words

BILL NO. 8– DRAINAGE AND PROTECTION WORK, Contd.,

Brought forward from page1

h)

Providing and laying in position interlocking paver blocks 75 mm thickusing cement and coarse sand for manufacturing of blocks of approvedsize, shape and colour with a minimum compressive strength of 281kgs/sqm over 50 mm thick sand bed and compacting with plate vibratorhaving 3 ton compacting coarse.

Sq.m 5,332

i) Cement Concrete grade M20 including form work for sub-structure asper Tech Spec. 1500 & 1700.

Cum 31

- (Item No. 8.03 (j) , Not Used) - 0








In Figures In Words

BILL NO.9 – TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

9.01Providing and laying plain cement concrete ( M-15 grade ) infoundations for Kerb complete as per drawing and TechnicalSpecification clauses 408 sections 1500, 1700 and 400

cu.m 293

9.02Providing and laying plain cement concrete Kerb (M-30 Grade)complete as per drawing.

Lm 8,052

9.03

Supplying and fixing sign boards including the cost of posts, fixtures,foundation, fitting and fixing. Sheeting will be made of encapsulated lenstype of Retro-reflective type and messages/ borders will be screen printedcomplete as per Technical Specification clause 801 and as directed byEngineer.

a) Mandatory/Regulatory Traffic Signs Type III i) Octagonal 900x 900 mm No. 25 ii) Circular 600 dia No. 28

b) (a) Informatory Signs, Facility Signs, Direction Signs, AdvanceDirection/ Destination Signs, Route Marker Signs etc. Type III

Sq.m 113

c) Cautionary warning signs (Triangular 900 sides) Type III No. 291 d) Chevrons No. 127 e) Object Marker No. 24

9.04Providing and laying pavement marking with hot applied thermoplasticpaints conforming to ASTM D-36/ BS 3262 (Part-I) complete as perdrawing and Technical Specification clause 803

i) Lane/ centreline / edge marking / transverse and any other marking. Sq.m 25,379

ii) Directional arrows, lettering etc. as per drawing and Tech. Spec. Cl. 803. No. 52

iii) Stop Line Major/Minor Junctions No. 50 iv) Stop Letters No. 50 v) Diagonal/Chevron Marking No. 24






In Figures In Words

BILL NO.9 – TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES , Contd.,


9.05

Providing and Fixing single granite stone with all exposed faces threeline dressing , of Standard dimension/size as per IRC:8-1980 andIRC:26, excavation and fixing in position in M15 concrete, curing,painting and printing letters, etc. complete including the cost of allmaterials, labour, loading, unloading, lead ,lift, transporting etc.,complete

a) Hectometre stone (Granite stone) No. 304

b) Ordinary kilometre Stone (Granite stone) No. 61

c) 5th kilometre Stone (Granite stone) No. 16

9.06Providing and fixing Road Delineators complete as per drawing andTechnical Specification clause 805 and direction of the Engineer

i) For Curves-Type1 No. 2,585

ii) For Culverts/bridges-Type2 No. 480

9.07Providing and erecting R. C. boundary stone/ pillars including cost ofreinforcement and two coats of painting with ready mix oil bound paintcomplete as per drawing and Technical Specification clause 806.

No. 747

9.08

Providing and laying of a reinforced cement concrete NP-3 pipe duct ,450mm dia across the road, extending from drain in cuts and toe of slopeto toe of slope in fills, constructing head walls at both ends, providing aminimum fill of granular matieal over top and sides of RCC pipe as preIRC:98-1997, bedded on a 0.3m thick layer of granular material free ofrock pieces, outer to outer distance of pipeat least half dia of pipe subjectto minimum 450mm in case of double and triple row ducts, joints to bemade leak proof, invert level of duct to be above higher than ground levelto prevent entry of water and dirt as pre approved drawings includingcost of Marker Post, all materials, labour, loading, unloading, lead, lift,transporting etc., complete.

Lm 1,320

Total Carried Next Page





In Figures In Words

BILL NO.9 – TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES , Contd.,


9.09

Supplying and fixing of Road Studs (Raised Pavement Markers)Conforming to ASTM D4280 type "H" in position as indicated in thedrawings or as directed by Engineer as per Technical Specificationclause 812.

No. 2,976

9.10Provide Bus bays as per drawing no. U\T\05 including lane/ linemarking and painting

No. 32


9.12Providing passenger shelter in Bus Bays as per drawing U\T\06 andTechnical Specification and as per direction of Engineer.

No. 0

9.13Providing and laying Island fill/Median Fill with available earth materialscomplete as per Technical Specification clause 407.

Cum 996

9.14

Providing and Fixing of Relective Median Marker, Made up of highimpact black material, fulfilling the requirement of 60 Kg-f ImpactStrength as per ASTM D-256. The retro-reflective sheeting used in theMedian marker shall conform to ASTM D4956 Type XI specifications.The coefficient of retro reflective shall be in accordance with ASTM E-810. The installation of the Median Marker shall be done by acombination of epoxy adhesive and mechanical anchoring including costof all materials, labour, loading, unloading, lead, lift, transporting etc.,complete.

nos 513

9.15Providing and fixing guard post as per drawing and TechnicalSpecification and as directed by Engineer.

No. 13,978


9.17Providing and Fixing Median Barrier as per drawing and TechnicalSpecification and as directed by Engineer

Lm 1,280

9.18Providing and Constructing traffic calming measures as per drawing andTechnical Specifications and as per direction of the Engineer.

i) Road Humpsa) Tack Coat Sq.m 416b) Dense Bituminous Macadam Cum 43c) Road Marking Sqm 89

ii) Rumble Strips No. 32






In Figures In Words

BILL NO.10 - SAFETY IN ROAD CONSTRUCTION ZONE

10.01

Supplying and fixing sign boards including the cost of posts, fixtures,foundation, fitting and fixing. Sheeting will be made of encapsulated lenstype of Retro-reflective type and messages/ borders will be screen printedcomplete as per Technical Specification clause 801 and as directed byEngineer.

Octagonal 900x 900 mm No. 40Circular 600 dia No. 30Informatory as per drawing Sq.m 60Cautionary warning signs (Triangular 900 sides) TypeIII No. 30

10.02

Providing of red fluorescent with white reflective sleeve traffic conemade of low density polyethylene(LDPE) material with a square base of390x390x35mm and a height of 770mm, 4Kg in weight, placed at 1.5minterval, all as per BS 873 including cost of all materials, labour, loading,unloading, lead, lift, transporting etc complete Technical Specificationsection & IRC SP 55-2001.

No. 300

10.03

Installation of a steel portable barricade with horizontal rail 300mmwide, 2.5m in length fitted on a frame made with 45X45X5 mm angleiron section, 1.5m in height, horizontal rail painted(2coat) with yellowand white strips, 150mm in width at angle of 45degree, A frame paintedwith 2 coats of yellow paint, complete as per IRC:SP:55-2001 includingcost of all materials, labour, loading, unloading, lead, lift, transporting etccomplete.

No. 100

10.04

Provision of metal drum/empty bitumen drum delineator, 300mm indiameter, 800mm high, filled with earth for stability, painted incircumferential strips of alternate black and white 100mm wide 2 coatsfitted with reflectors 3 Nos of 7.5cm dia, all as per IRC:SP:55-2001including cost of all materials, labour, loading, unloading, lead lift,transporting etc., complete

No. 300

10.05Providing plastic crash barrier as per drawing and per the directions ofthe Engineer(1000X490X780MM size)(LWH)

No. 150






In Figures In Words

Bill. No. 11. Implementation of Environmental Management Action Plan to be executed under Civil Works Contract

11.01A. Carting away the unserviceable materials from work site to thenearest disposal site (up to a lead of 5km) and disposing the same indisposal pits or borrow areas including depositing unserviceablematerials in layers and manual compaction. Appendix

Cum 37,996

B. The 30 cm top layer of disposal pit shall be provided with goodearth, suitable for development of vegetation/plantation. All work shallbe carried out as per specifications and approval of the Engineer inCharge

Sq.m. 1,63,700

11.02 Turfing at ground level at disposal pits for un-serviceable material asper specifications and approval of the Engineer in Charge.

Sq.m 1,63,700

11.03Regular water sprinkling (at least 4 times) per day at all construction sitesfor suppression of visible dust levels.Note: This item is to be operated after the completion of earthwork tosuppress the visible dust levels. Cost of watering during compacti

Km 75

11.04Construction of Recharge pits within the selected water bodies along theproject road as per approved design and drawing as developed by CentralGround Water Board (Ref Appendix-2 for details).

Nos. 31

11.05 Construction of silt traps at the discharge points of channels into to freshwater bodies across the project road as per the Standard Details providedin the Appendix-3

M 31

11.06 Providing informatory sign boards (informatory /caution messages) forroad users for providing information about ecologically sensitive areas,wild life crossing points (if any), important tourist locations, etc asapplicable. The specifications of sign

Sq.m 4

Total Carried to page 2





In Figures In Words

Bill. No. 11. Implementation of Environmental Management Action Plan to be executed under Civil Works Contract Cont.,

Brought Forward From Page 111.07 Construction of 30cm thick clay lined (at bottom and sides) pits for safe

disposal of scarified bitumen including carriage (up to a lead of 10km),depositing bitumen in layers of 15 cms with manual compaction andcovering the pit with 20cm thick good ear Nos.

48

11.08 Turfing at ground level at disposal pits for scarified bitumen as perspecifications and approval of the Engineer in Charge. Sq.m

16,200

- (Item No. 11.09 , Not Used) M 0

- (Item No. 11.10 , Not Used) - 011.11 Periodic air quality monitoring during construction stage at construction

camp sites, bitumen hot mix plants, crusher plants (if specificallyestablished for Project), at major settlement areas along project road. Theparameters to be monitored are SPM, R Nos.

42

11.12 Utilisation of unserviceable material obtained from Road wayexcavation for widening and construction of Cross roads. Cum

6,640

Total Carried to page 3





In Figures In Words

Bill. No. 11. Implementation of Environmental Management Action Plan to be executed under Civil Works Contract Cont.,

Brought Forward From Page 211.12 Water quality monitoring during construction phase at locations given in

Appendix . The sampling shall be carried out once in a quarter for 2years and cover all parameters as per IS10500 including heavy metals asper details given in Appendix:7

Nos. 48

11.13 Noise quality monitoring at specified silent receptors along Project Road,at construction camp sites, bitumen hot mix plants, crusher plants(ifspecifically established for Project), and at major settlement areas alongproject road. – Each monitoring sch

Nos. 42

11.14 Soil quality monitoring at construction camp sites, work shop areas,oil/lubricant handling areas, bitumen hot mix plants, at all parking laybyes, vehicle servicing stations along Project Road. Parameters shallinclude N, P, oil and grease, heavy metals,

Nos. 60

11.15 Providing Oil Interceptors at the fuel/oil storage camps or Constructioncamps as per Typical Drawing in Appendix:8

Nos. 2

11.16 Providing Personal Protective Equipment to labours during constructionconstruction Phase of the project (Appendix:9)

cost/ person/ annum

200

11.17

Provision for two health check ups for the carcinogens from bituminousfumes, which may inhaled during road paving works. The first healthcheck up prior to induction of the personnel into the construction worksand the last health check up prior to the discharge of the personnel fromthe construction works

cost/ person 200






Sl. No. Amount

Rs.

1

2

3

Total Daywork rates carried to Grand Summary

BILL OF QUANTITIESCONTRACT PACKAGE -WEP4

SUMMARY OF DAY WORKS

Item

Schedule of Dayworks, Labour

Schedule of Dayworks, Materials

Schedule of Dayworks,Construction Plant



Sl. No. Description Unit Nominal Quantity

RateRs.

AmountRs.

1 Mazdoor Day 30 2 Mason Day 15 3 Carpenter Day 6 4 Fabricator/Blacksmith/Welder Day 6 5 Operator for Tractor Day 6 6 Electrician Day 3 7 Operator for Dozer Day 3 8 Operator for Roller Day 3 9 Driver LMV Day 90

10 Driver HMV Day 3 11 Operator for Excavator/Crane Day 3 12 Computer Operator Day 480 13 Watchman Day 480

Sub totalAllow_________% Contracotor's Overhead and Profits etc.Total For Day works: Labour


RateRs.

AmountRs.

1 Bitumen 60/70 grade (bulk ) T 1 2 Cement T 3 3 M 15 Concrete Cu.m 7 4 M 20 Concrete Cu.m 7 5 M 25 Concrete Cu.m 3 6 TMT Bars T 3 7 Sand Cu.m 7 8 Aggregate 40 mm down size Cu.m 7 9 Aggregate 20 mm down size Cu.m 7

10 Aggregate 10 mm down size Cu.m 7

11 Granite Stone of size 15 to 20 mm No. 1,000

12solid concrete block size 400 x 200 mm size

No. 1,000

13Hume pipe (NP 4) 900 mm dia 2.5 m long.

Rm 15

14 Boulders Cu.m 90 15 Selected Earth Cu.m 230

SCHEDULE OF DAY WORKS RATES

MATERIALS

Allow_________% Contracotor's Overhead and Profits etc.Total For Day works: Materials

Sub total


LABOUR




RateRs.

AmountRs.

1 Bull Dozer Size up to 200KW Hour 30 2 Front End Loader bach hoe Hour 30 3 Motor Grader Hour 12 4 Pneumatic Tyred Roller (20 tonne) Hour 12 5 Tractor with trailor Hour 12 6 Bull dozer (D7 or equivalent) Hour 10 7 Roller Static (8-10 tonne) Hour 3

8 Roller Vibratory (8-10 tonne static) Hour 3

9 Truck (10/12 tonne) Hour 30

10Truck mounted water tanker (10 tonne)

Hour 15

11 DG set (125 KVA) Hour 15 12 Concrete Mixer (mobile) Hour 3

13 Drilling equipment with compressor Hour 3

Total For Day works:Construction Plant


CONSTRUCTION PLANT

Sub totalAllow_________% Contracotor's Overhead and Profits etc.


Karnataka State Highways Improvement Project - II, Stage 1 Volume III: BoQ

Bill of Quantities Page 1 of 2

BILL OF QUANTITIES

C. Daywork Schedule General 1. Reference should be made to Sub-Clause 13.6 of the General Conditions of Contract.

Work shall not be executed on a Daywork basis except by written order of the Engineer. Bidders shall enter basic rates for Daywork items in the Schedules, which rates shall apply to any quantity of Daywork ordered by the Engineer. Nominal quantities have been indicated against each item of Daywork, and the extended total for Daywork shall be carried forward as a Provisional sum to the Summary Total Bid Amount (for items priced competitively). Unless otherwise adjusted, payments for Daywork shall be subject to price adjustment in accordance with the provisions in the Conditions of Contract.

Daywork Labour 2. In calculating payments due to the Contractor for the execution of Daywork, the hours

for labour will be reckoned from the time of arrival of the labour at the job site to execute the particular item of Daywork to the time of return to the original place of departure, but excluding meal breaks and rest periods. Only the time of classes of labour directly doing work ordered by the Engineer and for which they are competent to perform will be measured. The time of gangers (charge hands) actually doing work with the gangs will also be measured but not the time of foremen or other supervisory personnel.

3. The Contractor shall be entitled to payment in respect of the total time that labour is

employed on Daywork, calculated at the basic rates entered by him in the SCHEDULE OF

DAYWORK RATES: LABOUR, together with an additional percentage payment on basic rates representing the Contractor’s profit, overheads, etc., as described below:

(a) The basic rates for labour shall cover all direct costs to the Contractor, including (but not limited to) the amount of wages paid to such labour, transportation time, overtime, subsistence allowances, and any sums paid to or on behalf of such labour for social benefits in accordance with Indian law. The basic rates will be payable in local currency only;

(b) The additional percentage payment to be quoted by the Bidder and applied

to costs incurred under (a) above shall be deemed to cover the Contractor’s profit, overheads, superintendence, liabilities, and insurances and allowances to labour, timekeeping, and clerical and office work, the use of consumable stores, water, lighting, and power; the use and repair of stagings, scaffolding, workshops and stores, portable power tools, manual plant, and tools; supervision by the Contractor’s staff, foremen, and other supervisory personnel; and charges incidental to the foregoing. Payments under this item shall be made in the following currency proportions: (i) Foreign: _____ percent [to be stated by Bidder] (ii) Local: _____ percent [to be stated by Bidder]

Karnataka State Highways Improvement Project - II, Stage 1 Volume III: BoQ

Bill of Quantities Page 2 of 2

Daywork Materials 4. The Contractor shall be entitled to payment in respect of materials used for Daywork

(except for materials for which the cost is included in the percentage addition to labour costs as detailed heretofore), at the basic rates entered by him in the SAMPLE SCHEDULE

OF DAYWORK RATES: MATERIALS, together with an additional percentage payment on the basic rates to cover overhead charges and profit, as follows:

(a) The basic rates for materials shall be calculated on the basis of the invoiced price, freight, insurance, handling expenses, damage, losses, etc., and shall provide for delivery to store for stockpiling at the Site. The basic rates shall be stated in local currency, but payment will be made in the currency or currencies expended upon presentation of supporting documentation.

(b) The additional percentage payment shall be quoted by the Bidder and

applied to the equivalent local currency payments made under (a) above. Payments under this item will be made in the following currency proportions: (i) Foreign: _____ percent [to be stated by Bidder] (ii) Local: _____ percent [to be stated by Bidder]

(c) The cost of hauling materials for use on work ordered to be carried out as

Daywork from the store or stockpile on the Site to the place where it is to be used will be paid in accordance with the terms for Labour and Constructional Plant in this schedule.

Daywork Constructional Plant 5. The Contractor shall be entitled to payments in respect of Constructional Plant already

on Site and employed on Daywork at the basic rental rates entered by him in the SAMPLE SCHEDULE OF DAYWORK RATES: CONSTRUCTIONAL EQUIPMENT. Said rates shall be deemed to include due and complete allowance for depreciation, interest, indemnity, and insurance, repairs, maintenance, supplies, fuel, lubricants, and other consumables, and all overhead, profit, and administrative costs related to the use of such equipment, The cost of drivers, operators, and assistants will be paid for separately as described under the section on Daywork Labour.

6. In calculating the payment due to the Contractor for Constructional Plant employed in

Daywork, only the actual number of working hours will be eligible for payment, except that where applicable and agreed with the Engineer, the travelling time from the part of the Site where the Constructional Plant was located when ordered by the Engineer to be employed on Daywork and the time for return journey thereto shall be included for payment.

7. The basic rental rates for Constructional Plant employed on Daywork shall be stated in

local currency, but payments to the Contractor will be made in currency proportions, as follows:

(i) Foreign: _____ percent [to be stated by Bidder] (ii) Local: _____ percent [to be stated by Bidder]

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