bill of quantities volume – iiikpwd.co.in/pdf/adb_bid_documents/aep9/volume iii - boq.pdfis indian...

GOVERNMENT OF KARNATAKA

PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT

PROJECT IMPLEMENTATION UNIT

Loan Number 2705- IND

KARNATAKA STATE HIGHWAYS IMPROVEMENT PROJECT - II STAGE-II

(International Competitive Bidding)

Upgradation of the Road from Soundatti (Km 0+000) to Kamatagi (Km 130+130) (Including Mulur Ghat) of SH-34 and SH-14

Contract No. KSHIP-II/STAGE-II/ICB/AEP9

Bill of Quantities

Volume – III

January 2011

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 Hectare Sq.km Square Kilometre cum Cubic Metre l Litre kl Kilolitre kg Kilogram t.km tone kilometre MoRT&H Ministry of Road Transport and Highways IS Indian Standard IRC Indian Roads Congress T&P Tools and Plants GI Galvanized Iron CI Cast Iron RCC Reinforced Cement Concrete PCC Plain Cement Concrete GL Ground Level Rs Rupees Dia Diametre 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 Kilometer HMP Hot Mix Plant RR Road Roller WMM Wet Mix Macadam

LM Liner Metre cu.cm Cubic centimetre T Tonne

Karnataka State Highways Improvement Project -II International Competitive Bidding No: AEP9

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 WORKSGRAND TOTAL

CONTRACT PACKAGE -AEP9

Summary of Cost

AMOUNT IN RUPEES __________________________________________________________________

Volume III: BOQ 1 of 1

Karnataka State Highways Improvement Project - II International Competitive Bidding Contract AEP9

In Figures In WordsBILL NO. 1 – PRELIMINARY & GENERAL

1.01Procure (Purchase) and Supply brand new vehicles for Employer Site staff. including Registration, Full Comprehensive Insurance (1st year) Number plate, Road Tax , etc. As per Tech. Spec. Cl.124

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

No 1.00

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

No 1,500.00

1.03Supply of video cassette: Taking video film of important activities for playing time of 180 minutes each as per Tech.Spec. Cl. 126a) Start of the Contract Sets. 1.00

b) During execution of Works Sets. 2.00

c) End of the Contract Sets. 1.00

1.04

Maintenance of Earthern shoulders by filling with new gravelly soil by making up loss of material/irregularities on shoulder to design level by adding new soil and compacting with plate compactor to the desired field density with all lead and lift as per Tech Spec. Cl. 3003.1

Sqm 92,890.00

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

a) Depth upto 100mm Sqm 26,010.00

b) More than 100mm Sqm 29,726.00

Total Carried to Summary

BILL OF QUANTITIES CONTRACT PACKAGE -AEP9

Sl. No. Description Unit Estimated 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 drainage structures complete as per Technical Specification clause 201

Ha 221.00

2.02 (Item No.2.02, Not Used) - -

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

a) Brick Masonry/Stone Masonary Cum 10,410.00

b) Stone Slab in Structure Sqm 809.00

c) Plain cement concrete Cum 4,068.00

d)Reinforced cement concrete including straightening and cutting of bars and separating them completely.

Cum 715.00

e) Pavement Structure

i) Bituminous Pavement/Granular Pavement Courses. Cum 33,844.00

ii) (Item No.2.03.e.ii, Not Used) - -

f) (Item No.2.03.f, Not Used) - -

g) (Item No.2.03.g, Not Used) - -

h) (Item No.2.03.h, Not Used) - -

i) Wearing Coat Sqm 8,767.00

j) (Item No.2.03.J, Not Used) - -

k) Dismantling Hume Pipe/GI Pipes over 300 mm dia. Lm 3,270.00

2.04Scarification existing Bituminous Surface as per Technical Specification. Cl 305.4.3.

Sqm 464,449.00


Sl. No. Description UnitRate (Rs.)

Amount (Rs.) Estimated Quantity




In Figures In WordsBILL NO.3 - EARTHWORKS

3.01

Roadway excavation necessary for construction of roadway and drainage includes dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per Technical Specification clause 301. and disposal of all cut material including necessary stacking of suitable material with all lead and lift .

a) In all types of Soil Cum 917,593.30

b) Ordinary Rock (not requiring blasting) Cum 29,928.83

c) Hard Rock (controlled blasting) Cum 4,761.87

3.02Construction of embankment with approved material from borrow areas complete as per drawing and Technical Specification clause 305 with all leads and lifts complete

Cum 658,884.00

3.03Construction of embankment with available material obtained from Road way excavation complete as per drawing and Technical Specification clause 305 with all leads and lifts complete

Cum 131,776.00

3.04Construction of subgrade with approved material from approved borrow areas as per Technical Specification clause 305 including all leads and lifts complete.

Cum 972,295.37

3.05Construction of earthen shoulder with approved material from approved borrow areas as per drawing and Technical Specification clause 305 and 407 including all leads & lifts complete.

Cum 235,189.00

3.06Loosening and recompacting existing sub-grade and shoulder to the required density in all kinds of soil as per Technical Specification clauses 301 and 305.

Cum 56,103.85

3.07Construction of Subgrade with approved available material obtained from Road way excavation complete as per drawing and Technical Specification clause 305 including leads and lifts complete

Cum 70,739.93







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

4.01Construction of Granular sub-base (GSB) with approved materials conforming to Grading-I (Table 400-2), as per Technical Specification Clause 401, as per drawing.

Cum 338,250.76

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

Cum 330,192.26







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

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

Sqm 1,259,980.50

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

a) Over bituminous surface. Sqm 1,247,257.50

5.03

Providing and laying Dense graded Bituminous Macadam (DBM) course Grading 2 of Table 500-10 using paving bitumen complying to IS specification IS : 73-2006 of Viscosity grade bitumen VG-30 complete as per Technical Specification Clause 507

Cum 65,653.67

5.04 (Item No.5.04, Not Used) - -

5.05Providing and laying Semi Dense Bituminous Concrete using paving bitumen complying to IS specification IS : 73-2006 of Viscosity grade bitumen VG-30 complete as per Technical Specification Clause 508

Cum 30,974.79

5.06

Providing and laying Mix seal Surface paving bitumen complying to IS specification IS : 73-2006 of Viscosity grade bitumen VG-30 complete as per Technical Specification Clause 512 and Drawings, for Junction and Cross Road Improvements.

Sqm 32,986.00







In Figures In WordsBILL NO. 6 – CULVERTS

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


b) Ordinary Rock (not requiring blasting) Cum 44.00

6.02Providing backfilling behind abutment, wing wall, return wall or any other area with selected granular materials of approved quality complete as per drawing and Technical Specification clauses 305, 2907 and IRC 78

Cum 28,373.00

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

Cum 488.00

6.04Providing and laying cement concrete flooring/ leveling in foundation complete asper drawing and Technical Specification 1500, 1700, 2100 & 2200.

a) M-15 Grade Cum 8,030.00

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

a) M 20 Grade Cum 17,500.00

b) M 30 Grade Cum 1,127.00

6.06Providing and laying reinforced cement concrete in superstructure complete etc.. excluding reinforcement as per drawing and Technical Specification section 1500, 1700 & 2300.

a) M 25 Grade Cum 423.00

b) M 30 Grade Cum 1,441.00

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

T 579.00

6.08Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.

Sqm 832.00

Total Carried to page 2






In Figures In Words

BILL NO. 6 – CULVERTS, Contd.,

Brought forward from page 1

6.09Providing and fixing Tar paper bearings complete reinforced with bitumen laminated Kraft paper conforming to IS-1398 and as per drawing and Technical Specification section 2000 & IRC SP 13.

Sqm 232.00

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

No 48.00

6.11

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

Cum 291.00

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

a) Diameter 900 mm Lm 115.00

b) Diameter 1000 mm Lm 2,308.00

c) Diameter 1200 mm Lm 3,489.00

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

No 2,433.00

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

Cum 6,630.00

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

No 194.00

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

No 933.00







In Figures In Words

BILL NO. 6 – CULVERTS, Contd.,


6.17Painting with water proof cement paint of approved brand and shade in two coat on all exposed surfaces, including cost of materials, labour complete as per specification Cl.800.

Sqm 10,878.00

6.18Painting with two coats of new concrete surface after filling the surface with Synthetic enamel paint in all shades on new plastered concrete surface complete as per specification Cl.803.

Sqm 832.00

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

a) Diameter 900 mm Lm 2,450.00

6.20 (Item NO. 6.20 Not Used) - -

6.21Filling in foundation with sand and granite boulders of 100 to 150mm size in foundation including watering, tamping with all leads and lifts, etc., complete as per drawing.

Cum 2,155.33







In Figures In WordsBILL NO. 7 – BRIDGES

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


b) Ordinary Rock (not requiring blasting) Cum 1,643.00

c) Hard Rock (controlled blasting) Cum 167.00

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

Cum 5,415.00

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

Cum 3,279.00

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

a) M-15 Grade Cum 4,829.00

7.05

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

a) M-20 Grade Cum 262.00

b) M-25 Grade Cum 2,648.00

c) M-30 Grade Cum 6,711.00







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


7.06Providing and laying reinforced cement concrete in superstructure complete etc.. excluding reinforcement as per drawing and Technical Specification section 1500, 1700 2100, 2200 & 2300.

a) Grade M-25 Cum 151.00

b) Grade M-30 Cum 7,777.00

c) Grade M-35 Cum 1,337.00

7.07 (Item No.7.07 Not Used) - -

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

T 1,701.00


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

Sqm 304.00

a)Supplying, fitting & fixing in position true to line and level Elastomeric Bearing conforming to IRC:83(part II) section IX and Technical Specification Cl 2000,2005 & 2200.

cu.cm 422,400.00

b) (Item No.7.10.b,Not Used) - -

c) (Item No.7.10.c,Not Used) - -

d) (Item No.7.10.d,Not Used) - -









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

a) Providing & fixing in Position 20mm thick compressible fiber board in expansion joint including Sealing with a joint sealing compound as per drawing and Technical Specification clause 2605 and direction of the Engineer.

Sqm 6,672.00

b)Providing asphaltic plug joint as per drawing and Technical Specifications section2600

Lm 1,046.00

c) Compression Seal Joint and Technical Specifications section 2600 Lm 700.00 d) (Item No.7.11.d, Not Used) - -

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

Lm 490.00

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

No 215.00

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

Lm 2,271.00

7.15

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

Cum 896.00









7.16Providing and fixing PVC pipe 100mm dia. for weep holes in abutment, wing wall and return wall complete as per Technical Specification clause 2706 & 2200.

No 3,920.00

7.17Providing and fixing in position 150mm dia PVC pipe 2.5kg /Sqcm pressure of approved make for utility ducts in foot path as directed by Engineer.

Lm 4,687.00

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

No 145.00

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

Sqm 15,112.00

7.20Construction of Gabion wall with segments of wire crates as per Tech Spec Cl. 2503

Cum 683.00

7.21 Construction of Gabion mattress 170 mm thick as per Tech Spec. 2503 Sqm 12,186.00

7.22 Construction of Gabion mattress 230 mm thick as per Tech Spec. 2503 Sqm 7,101.00

7.23Providing Geotextile over filter material under Gabion Mattress as per specification 2503 & 2504.

Sqm 19,284.00

7.24Painting with water proof cement paint of approved brand and shade in two coat on all exposed surfaces, including cost of materials, labour complete as per specification Cl.800.

Sqm 11,768.00

7.25Painting with two coats of new concrete suface after filling the surface with Synthetic enamal paint in all shades on new plastered concrete surface complete as per specification Cl.803.

Sqm 5,674.00

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

Lm 4,540.00









7.27Granite Stone masonry work in (1:3) CM in substructure complete excluding pointing and plastering as per drawing & Technical Specification Section 1400.

Cum 3,698.00

7.28 (Item No.7.28, Not Used) - -

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

Sqm 3,813.00

7.30 Providing plastering 12mm thk, with cement mortor 1:3 as per Tech, Spec 1300. Sqm 1,382.00

7.31Providing and laying stone pitching on slopes (300 mm thick) for earth protection and aprons complete as per drawing and Technical Specification clause 2504

Cum 1,438.00

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

Cum 862.25

7.33

Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per technical Clause 2807.1., sand and coarse aggregates conforming to IS :383 and gunite not less then 2000kg/cum, strength not less then 25Mpa and workmanship conforming to Technical Specifications Clause 2807.6

Sqm 1,382.00









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

Sqm 1,382.00

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, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proposed form work, reinforcements and disposing of dismantled material, including cost of materials, labour, hire charges of machinery, lead, lifts, loading, unloading etc., complete as per direction of Engineer.

Lm 200.00


7.37Filling in foundation with sand and granite boulders of 100 to 150mm size in foundation including watering, tamping with all leads and lifts, etc., complete as directred by Engineer.

Cum 10,229.00







In Figures In Words

BILL NO. 8– DRAINAGE AND PROTECTION WORK

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

Sqm 89,243.00

8.02

Providing and installing Single Metal Beam Crash Barrier system comprising of "W" profile beams, posts, spacer channels, terminal pieces, reflectors and requisite number of fasteners including Foundation complete as per technical specificication Cl.810 and as per drawing No. U/T/09

Lm 15,706.00

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

a) Cement Concrete grade M15 including form work for levelling coarse as per TechSpec. 1500 & 1700.drawing no.U/T/04

Cum 3,319.00

b) Cement Concrete grade M20 including form work for sub-structure as per Tech Spec. 1500 & 1700. drawing no.U/T/04

Cum 14,306.00

c) Providing, casting and fixing in position Kerb Type II with cement concrete M30 grade per Tech Spec. 1500,1700 & 408and drawing no.U/T/04

Lm 1,855.00

d) Providing, casting and fixing in position RCC cover slab with cement concrete M25 grade per Tech Spec. 1500 & 1700. (excluding reinforcement) drawing no.U/T/04

Cum 1,385.00

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

T 971.00

f) Providing and fixing in position MS gratings of size 1500 x 300 mm made out of MS Flats 25 x 80 mm as per drawing no.U/T/04

No 976.00

g) Providing and fixing 100 mm dia PVC pipes as per Technical specification Cl. 2706 & 2200 and as per drawing no.U/T/04

Lm 1,855.00







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 thick using cement and coarse sand for manufacturing of blocks of approved size, shape and colour with a minimum compressive strength of 281 kgs/sqm over 50 mm thick sand bed and compacting with plate vibrator having 3 ton compacting force. as per drawing no.U/T/04 and Technical Specification clause A5.

Sqm 8,715.00

i) (Item No.8.03.i, Not Used) - -

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

8.04 (Item No.8.04, Not Used) - -

8.05 (Item No.8.04, Not Used) - -

8.06

Providing and fixing heavy duty interlocking Paver blocks 75 mm thick interlock cement pavers for Raised Pedestrain Crossing, using cement and coarse sand for Paver blocks of approved size, shape and colour with a maximum compressive strength of 281 Kg/Sqm over 50 mm thick sand bed (average thickness) over prepared surface and compacting with plate vibrator 3 tons compaction force there by forcing part of sand underneath to come up in between joints and providing M-30 grade Precast Concrete blocks for lateral support of size(400X100X150)mm with Bituminous Concrete on either side of carriageway to form ramp as per drawing no. U/T/17 and Technical Specification Clause A-5A.

Sqm 165.00

8.07

Providing and fixing over head sign near Pedestrian Crossing including Cement Concrete foundation, base plate with nut and bolt of 25mm dia, 100mm square MS pole of 5mm thick including painting of approved quality, colour and 150 Watts Metal Hallide Luminaire with 2 nos of Cautionary warning signs (Triangular 900mm sides) for each pole including lighting and other electical installation as per drawing no. U/T/17 and as per Technical Specification Cl.A-5B and as approved by Engineer.

No 5.00







In Figures In Words

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

9.01 (Item No.9.01, Not used) - -

9.02Providing and laying plain cement concrete Kerb (M-30 Grade) complete as per Technical Specification Cl.408 section 1500,1700 & 400 as per drawing No. drawings no.U/T/04

Lm 7,760.00

9.03

Supplying and fixing sign boards including the cost of posts, fixtures, foundation, fitting and fixing. Sheeting will be made of encapsulated lens type of Retro-reflective type and messages/ borders will be screen printed complete as per Technical Specification clause 801 and as directed by Engineer. and as per drawings no.U/T/03

a) Mandatory/Regulatory Traffic Signs Type IX

i) Octagonal 900x 900 mm No 125.00

ii) Circular 600mm dia No 183.00

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

Sqm 296.63

c) Cautionary warning signs (Triangular 900mm sides) Type IX No 568.00

d) Chevrons No 697.56

e) Object Marker No 52.00

9.04Providing and laying pavement marking with hot applied thermoplastic paints conforming to ASTM D-36/ BS 3262 (Part-I) complete as per drawing and Technical Specification clause 803 and drawings no.U/T/11

i) Lane/ centerline / edge marking / transverse and any other marking. Sqm 49,203.77

ii) Directional arrows, lettering etc. as per drawing No. U/T/11 and Tech. Spec. Cl. 803.

No 180.00

iii) Stop Line Major/Minor Junctions No 130.00

iv) Stop Letters No 130.00

v) Diagonal/Chevron Marking No 92.00


Description UnitRate (Rs.)


Sl. No.




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 three line dressing , of Standard dimension/size as per IRC:8-1980 and IRC:26, excavation and fixing in position in M15 grade concrete, curing, painting and printing letters, etc. complete including the cost of all materials, labour, loading, unloading, lead ,lift, transporting etc., complete as per Technical specification clause 804 and as per drawing no.U/T/13

a) Hectometer stone (Granite stone) No 528.00

b) Ordinary kilometre Stone (Granite stone) No 107.00

c) 5th kilometre Stone (Granite stone) No 27.20

9.06Providing and fixing Road Delineators complete as per drawing and Technical Specification clause 805 and direction of the Engineer and as per drawing no. U/T/10

i) For Curves-Type1 No 8,487.00

ii) (Item No.9.06.ii, Not Used) - -

9.07Providing and erecting RCC. boundary stone/ pillars including cost of reinforcement and two coats of painting with ready mix oil bound paint complete as per Technical Specification clause 806. and as per drawings no.U/T/13

No 1,320.00

9.08

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

Lm 2,933.00







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 the drawings and as directed by Engineer as per Technical Specification clause 812. and as per drawing no.U/T/08

No 9,344.00

9.10Provide Bus bays as per drawing no.U/T/05 including lane/ line marking and painting & as per direction of Engineer.

No 44.00

9.11 (Item No.9.11, Not Used) - -

9.12 (Item No. 9.12 Not Used ) - -

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

Cum 1,120.00

9.14 (Item No.9.14, Not Used) - -

9.15Providing and fixing guard post as directed by Engineer and as per drawing no.U/T/10

No 16,562.00

9.16Providing and Fixing Footpath Barrier as per Technical Specification Cl.808 and as directed by Engineer and as per drawing no.U/T/15

Lm 5,580.00

9.17 (Item No.9.17, Not Used) - -

9.18Providing and Constructing traffic calming measures as per Technical Specifications and as per direction of the Engineer and as per drawing no.U/T/12

i) Road Humps and as per drawings no.U/T/12

a) Tack Coat as per Technical Specifications clause 503 Sqm 178.00

b) Dense Bituminous Macadam as per Technical Specifications clause 507 Cum 10.00

c) Road Marking as per Technical Specifications clause 803 Sqm 226.00

ii) Rumble Strips as per drawing no.U/T/12 No 44.00

9.19 Providing Solar Studs complete as per Technical Specifications Clause 814 and conforming to IRC:SP:55:2001. As per Drawing no U/T/18

No 177.00







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 lens type of Retro-reflective type and messages/ borders will be screen printed complete as per Technical Specification clause 112 & 801 and as directed by Engineer.

i) Octagonal 900x 900 mm type IX No 80.00

ii) Circular 600mm dia type IX No 60.00

iii) Informatory as per drawing type IX Sqm 120.00

iv) Cautionary warning signs (Triangular 900mm sides) Type IX No 60.00

10.02

Providing of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene(LDPE) material with a square base of 390x390x35mm and aheight of 770mm, 4Kg in weight, placed at 1.5m interval, all as per BS 873 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc complete Technical Specification section/Cl 112 & 801 & IRC SP 55-2001.

No 600.00

10.03

Installation of a steel portable barricade with horizontal rail 300mm wide, 2.5m in length fitted on a "A" frame made with 45X45X5 mm angle iron section, 1.5m in height, horizontal rail painted(2coat) with yellow and white strips, 150mm in width at angle of 45degree, "A" frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc complete. as per Technical Specification Cl. 112

No 200.00

10.04

Provision of metal drum/empty bitumen drum delineator, 300mm in diameter, 800mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100mm wide 2 coats fitted with reflectors 3 Nos of 7.5cm dia, all as per IRC:SP:55-2001 including cost of all materials, labour, loading, unloading, lead lift, transporting etc., complete as per Technical Specification Cl. 112

No 600.00

10.05Providing plastic crash barrier as per drawing and per the directions of the Engineer(1000X490X780MM size)(LxWxH) as per Technical Specification Clause 112

No 300.00

10.06Providing Barricading/Caution Tapes of High quality PVC tape tube type to Enclose construction area as per Technical Specification Clause 112

Lm 10,000.00







In Figures In Words

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

11.01

A. Carting away the unserviceable materials from work site to the nearest disposal site (up to a lead of 10km) and disposing the same in disposal pits or borrow areas including depositing unserviceable materials in layers and manual compaction as per Technical Specification Clause 111.14

Cum 33,844.00

B. The 30 cm top layer of disposal pit shall be provided with good earth, suitablefor development of vegetation/plantation. All work shall be carried out as per specifications and approval of the Engineer in Charge as per Technical Specification Clause 111

Sqm 188,024.00

11.02Turfing at ground level at disposal pits for un-serviceable material as per specifications and approval of the Engineer in Charge as per Technical Specification Clause 111

Sqm 188,024.00

11.03

Regular water sprinkling (at least 4 times) per day at all construction sites for suppression of visible dust levels as per Technical Specification Clause 111Note: This item is to be operated after the completion of earthwork to suppress thevisible dust levels. Cost of watering during compaction of earth work is deem to be cover under civil work

Km 129.30

11.04Construction of Recharge pits within the selected water bodies along the project road as per approved design and drawing as developed by Central Ground Water Board as per Technical Specification Clause 111 and as per drawing no. U/T/19

No 42.00

11.05Construction of silt traps at the discharge points of channels in to fresh water bodies across the project road as per the Standard Details provided as per Technical Specification Clause. 111 and as per Drawing No. U/T/19

Lm 42.00

11.06

Providing informatory sign boards (informatory /caution messages) for road users for providing information about ecologically sensitive areas, wild life crossing points (if any), important tourist locations, etc as applicable. The specifications of sign boards shall conform to relevent IRC specifications. using type- IX sheeting the locations for Informatory sign boards are given in as per Technical Specification Clause. 111

Sqm 8.00


Unit Estimated Quantity

Rate (Rs.)Amount (Rs.)Sl. No. Description




In Figures In Words


Brought Forward From Page 1

11.07

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 and covering the pit with 20cm thick good earth as top layer all complete as per Typical Drawing as per Technical Specification Clause. 111

No 77.19

11.08Turfing at ground level at disposal pits for scarified bitumen as per specificationCl. 307 and approval of the Engineer in Charge.

Sqm 26,158.65

11.09 Item No. 11.09 Not used - -

11.10 Item No. 11.10 Not used - -

11.11

Periodic air quality monitoring during construction stage at construction camp sites, bitumen hot mix plants, crusher plants (if specifically established for Project), at major settlement areas along project road. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8 hour shifts), once in four month for 2 Years. The tests are to conducted in accordance CPCB norms and As per Technical Specification Clause-111

No 108.00







In Figures In Words


Brought Forward From Page 2

11.12

Water quality monitoring during construction phase at locations given in Appendix . The sampling shall be carried out once in four month for 2 years and cover all parameters as per IS10500 including heavy metals As per Technical Specification Clause-111

No 90.00

11.13

Noise quality monitoring at specified silent receptors along Project Road, at construction camp sites, bitumen hot mix plants, crusher plants(if specifically established for Project), and at major settlement areas along project road. – Each monitoring schedule shall be over a duration of 12hours (6Am to 6PM), once in four month for 2 Years). The monitoring shall be carried out in accordance with CPCB norms at locations. As per Technical Specification Clause-111

No 108.00

11.14

Soil quality monitoring at Construction camp /plant sites, Labour camps, Batching plants and productive agricultural lands abutting traffic detours and traffic diversions and major intersections along Project Road. Parameters shall include pH, Nitrogen, Phosphorus, Potassium, Sodium, Chloride, Organic Carbon and Lead and carried out twice in a year (Pre and Post Monsoon) at all locations for 2 years. As per Technical Specification Clause-111

No 80.00

11.15Providing Oil Interceptors at the fuel/oil storage camps or Construction camps as per Technical Specification Clause 111 and as per Drawing No. U/T/20

No 2.00

11.16Providing Personal Protective Equipment to labours during construction construction Phase of the project as per Technical Specification Clause 111

cost/ person/ annum

400.00

11.17

Provision for two health check ups for the carcinogens from bituminous fumes, which may inhaled during road paving works. The first health check up prior to induction of the personnel into the construction works and the last health check upprior to the discharge of tech personal from the construction works as per Technical Specification Clause 111

cost/ person 400.00

11.18Utilistion of unserviceable material obtained from Road way excavation forwidening and construction of cross roads as per Technical Specification Cl.111.14.4 and as Direted by Engineer.

Cum 8,188.00






Sl. No. Amount

Rs.

1

2

3

Total Daywork rates carried to Grand Summary

Schedule of Dayworks,Construction Plant

BILL OF QUANTITIESCONTRACT PACKAGE -AEP9SUMMARY OF DAY WORKS

Item

Schedule of Dayworks, Labour

Schedule of Dayworks, Materials



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

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

SCHEDULE OF DAY WORKS RATES

LABOUR


MATERIALS

Sub total




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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