schedule “a” bill of quantities part - i : road...

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.193 C.A.NO.04/CIDCO/EE(DRON-I)/2010-11 Name of Work : Construction of 36.0 m. wide road and storm water drains

along BPCL compound wall at Dronagiri, Navi Mumbai.

SCHEDULE “A”

BILL OF QUANTITIES

Part - I : Road Work

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Demarcation of the Road /

channel / bridge alignment by traversing along the existing / proposed route with one second theodolite. Taking angles & distance at turning points including transfer of Co-ordinate from known point to survey area and as directed by Engineer & providing 5 Nos. colour paper prints with drawing in soft copy format.

1.31 7,580.00 Km. 9,929.80

2. Excavation for roadways in all types of soil, soft murum, hard murum, hard murum with boulders, in all conditions and nature, including clearing and stripping of the area, removal of vegetation, shrubs, taking spot levels, excavating to required depth, line, level and slope, leveling and dressing and consolidating the excavated surface, dewatering by all means upto any extent of water accumulated from any source, sorting out and stacking serviceable and

23490.00 95.00 Cum. 22,31,550.00

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.194 C.A.NO.04/CIDCO/EE(DRON-I)/2010-11 I. NO. DESCRIPTION QTY. RATE PER AMOUNT

unserviceable materials etc. complete including conveying the excavated material with all lifts and upto a lead of 50 mtr & its spreading or stacking as directed, etc. complete. Note : All payments towards the royalty, fees, taxes etc. shall be borne by the contractor.

3. Excavation for roadways in slush for general site grading below ground level in all conditions and nature, including clearing and stripping of the area, removal of vegetation, shrubs, taking spot levels, excavating to required depth, line, level and slope, leveling and dressing, dewatering upto any extent by all means of water accumulated from any source, sorting out and stacking serviceable and unserviceable materials etc. complete including conveying the excavated material treating it as contractor’s property with all lifts and leads etc. complete.

34110.00 215.00 Cum. 73,33,650.00

4. Providing earthwork in embankment in footpath and central verge with approved materials obtained from contractors own source including all leads & lifts,

17698.46 230.91 Cum. 40,86,751.40


laying in layers of 100 cms. to 120 cms. thickness, breaking clods, dressing to the required lines, curves, grades and sections, normal watering and compaction with power roller etc. complete. Notes : 1. All payments towards the

royalty, fees, taxes etc. shall be borne by the contractor.

2. The Environmental cess shall be recovered at Rs.1/m3 of gross volume computed without deductions as mentioned for the monthly payment or final payment.

3. For Embankment of any height with watering and compaction without P.D. but laying in layers of 100 to 120 cms and the laboratory soil dry density shall be not less than 1.52g/cc. at Optimum moisture content. (In water logged areas).

4. The gross volume of the embankment shall reduced by 15% for monthly payments and 10% for final payment.

5. Providing earthwork in embankment for road work with approved materials obtained from contractor’s

43200.00 263.41 Cum. 1,13,79,312.00


own source including all lifts and leads, laying in layers of 20 cm. to 30 cm. thickness, breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to 97% Modified Proctor Density etc. complete. Notes : 1. All payments towards the

royalty, fees, taxes etc. shall be borne by the Contractor.

2. The Environmental cess shall be recovered at Rs.1/m3 of gross volume computed without deductions as mentioned for the monthly payments or final payment.

3. P.D. Tests shall be carried out @ one test comprising of 3 specimens average result per 1000 m2 area.

4. Compaction upto 97% Modified P.D. and the laboratory soil dry density shall be not less than 1.75 g/cc. at optimum moisture content.


6. Providing and filling in roadway with sand of approved quality including

7200.00 1,054.16 Cum. 75,89,952.00


watering, compaction including loading, unloading, transporting at site and necessary labour work as directed by Engineer etc. complete.

7. Providing & laying Geogrid below the road of strength 80 kN/m as per drawing and specifications approved by Engineer including all leads and lifts and taxes etc. complete. Note : The material should be procured only after the approval of Superintending Engineer.

53900.00 430.63 Sqm. 2,32,10,957.00

8. Providing & laying Granular Sub Base (GSB) as per clause 401 of M.O.R.T.&H (2001) specifications of specified grading (Table 400-1 or 400-2) in specified thickness in layers. The item to include premixing the materials in plant, transportation to site, spreading in uniform layers with motor grader on a prepared subgrade, compacting with vibratory rollers till 98% of the maximum dry density (IS 2720 part-8) is achieved etc. Complete. The rate includes for tests on completion of each GSB layer. The strength of each GSB layer shall be evaluated by conducting CBR


(IS 2720 Part 16 & 31) or Plate load test using 750mm dia. Plate, (IS 9214) for obtaining equivalent CBR value @ one test per 3000 m2 compacted surface area as per the Grading. The item includes for all necessary material, labour, diversions, taxes, royalty, cess etc complete.

a) 150 mm thick intermediate sub-base in Grading-II of close-graded GSB material with minimum CBR value of 25% on top of the compacted layer.

6518.68 645.20 Cum. 42,05,852.34

b) 150 mm thick upper sub-base in Grading-I of close-grade GSB material with minimum CBR value of 30% on top of the compacted layer.

6518.68 759.15 Cum. 49,48,655.92

9. Providing & laying granular base of Wet Mix Macadam (WMM) as per clause 406 of M.O.R.T.&H (2001) specifications of specified grading (Table 400-11) in specified thickness in layers. The item to include premixing the materials in plant, transportation to site, spreading in uniform layers with paver on a prepared sub-base, compacting with vibratory rollers till 98% of the maximum dry density (IS 2720

5834.68 1,014.40 Cum. 59,18,699.39


Part-8) is achieved etc complete. The rate includes for tests on completion of each WMM layer. The strength of each WMM layer shall be evaluated by Plate load test with 750 mm dia plate. (IS 9214) for obtaining equivalent CBR value @ one test per 3000 m2 compacted surface area as per the Grading. The item includes for all necessary material, labour, diversions, taxes, royalty, cess etc complete.

10. Providing and applying low viscosity liquid bituminous material such as bitumen emulsion or cut back or road tar complying to relevant IRC/IS code of approved type and grade by a self propelled or towed bitumen pressure sprayer as per clause No. 502 of Specifications for road and bridge works (M.O.R.T.& H.,2001). The item includes for preparation of the base, application of the prime coat, curing, relevant tests for quality control as enumerated in table 900-4, diversion of traffic, etc. complete. The rate shall include for all labour, materials, machinery, transportation, taxes etc. complete.

33341.00 32.75 Sqm. 10,91,917.75


For low porosity surfaces such as WMM/WBM at an application rate of 0.6 to 0.9 kg/sqm. with kinematic viscosity of primer at 60 degree ranges between 30-60 centistokes.

11. Providing and applying low viscosity liquid bituminous material such as bitumen emulsion complying to IS 8887 of approved type and grade by a self propelled or towed bitumen pressure sprayer as per clause No. 503 of Specifications for road and bridge works (M.O.R.T.& H., 2001). The item includes for preparation of the base, application of the tack coat, curing, relevant tests for quality control as enumerated in table 900-4, diversion of traffic, etc. complete. The rate shall include for all labour, materials, machinery, transportation, taxes etc. complete. For Normal bituminous surface at an application rate of 0.20 to 0.25 kg/sqm.

35101.00 10.80 Sqm. 3,79,090.80

12. Providing and constructing Bituminous Bound Macadam (BBM) surface 75 mm thickness including supplying all materials including metal,

33341.00 155.00 Sqm. 51,67,855.00


bitumen etc. spreading 40 mm hand broken trap metal 9 cum per 100 m2 and 20 mm trap metal at the rate of 1.5 cum/100 sqm., heating and spreading bitumen (excluding tack coat) at 250 kg./100 m2, spreading 12 mm size key aggregate at the rate of 1.8 cum/100 sqm and compaction with vibratory roller complete. Grade of bitumen shall be 60/70. On WBM/WMM surface including existing surface. Excluding tack coat. Note : Item also includes cleaning the road surface with wire brush/brooms and make it free from dust and water before applying/spreading tack coat. The tack coat shall be paid separately.

13. Providing and laying 20 mm thick hot mix hot laid pre-mix Seal Coat (SC) composed of 11.2 mm to .09 mm (type a) or 13.2 mm to .09 mm (type b) aggregate using 60/70 grade bitumen @ 22kg/10 sqm as per MORT&H-512 including supplying all materials, heating bitumen, mixing bitumen and chips in hot mix plant, laying the seal coat by sensor paver finisher including compaction with vibratory roller etc.

33341.00 98.55 Sqm. 32,85,755.55


complete. The grade of bitumen shall be 60/70. The rate is inclusive of all types of taxes.(Excluding tack coat).

14. Disposal of excavated material upto 2.0 km lead including loading, unloading, transporting by mechanical or other means, stacking, spreading, levelling as directed by Engineer etc. complete beyond initial lead of 50m.

51840.00 80.53 Cum. 41,74,675.20

15. Providing and laying dry trap metal soling 23 cm. thick including hand packing with metal, rubble chips, application of required murum/stone dust blindage and compaction including watering etc. complete with all leads, including necessary heavy dewatering either mechanically or manually etc. complete.

85.00 407.00 Cum. 34,595.00

16. Providing and laying RCC NP-2 class pipes 300 mm diameter in proper line, level, and slope, for service lines. The item to include all labour, supply of all materials and it’s conveyance to site, fixing the spun pipes in collars, jointing in CM(1:2), curing etc. complete.

450.00 626.00 Rmt. 2,81,700.00


17. Providing and laying Ready Mix Concrete (RMC) M-20 grade using design mix with minimum cement content of 310 kg./cum. as per IRC specifications maximum water cement ratio 0.45 using maximum 25 mm size and down trap metal for foundation, bedding and encasing of pipes with all labours, materials, plant & equipments, shuttering form work, staging, including transporting, placing, vibrating with mechanical vibrator and all lifts and leads, finishing and curing etc. complete. The item also includes heavy dewatering by using pumps or manually. The cost also includes all types of taxes, sales tax, insurance, cess levied by local authority etc. complete.

136.00 4,314.00 Cum. 5,86,704.00

18. Providing & making chamber of 450 x 900mm size drain out the water from channel provided at super elevation including necessary excavation, PCC to foundation in CC 1:3:6, brick work, cement mortar 1:3, external and internal plastering in C.M. 1:3, coping in CC M-15 grade with RCC heavy duty cover as per design and drawing etc. complete.

17.00 3,564.00 No. 60,588.00


19. Providing and fixing M-20 grade RCC guard stone of 20 x 20 x 75 cm. including fixing in ground and white washing etc. complete.

1077.00 184.00 No. 1,98,168.00

Total of Part – I Rs. 8,61,76,359.15

Total Carried over to Summary of Schedule “A” on Sl.Pg.No.217

__________________ ________________________________ Signature of Tenderer Chief Engineer & General Manager (T)

Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

Part - II : Storm Water Drain

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Excavation for roadways in

slush for general site grading below ground level in all conditions and nature, including clearing and stripping of the area, removal of vegetation, shrubs, taking spot levels, excavating to required depth, line, level and slope, leveling and dressing, dewatering upto any extent by all means of water accumulated from any source, sorting out and stacking serviceable and unserviceable materials etc. complete including conveying the excavated material treating it as contractor’s property with all lifts and leads etc. complete.

7268.00 215.00 Cum. 15,62,620.00

2. Providing & laying inverted filter medium of 60 cm. thick flexible stone mat as per drawing consisting of 45 cm. thick trap rubble soling, 22.50 cm. thick oversize metal layer of 100 mm to 150 mm metal, 11.30 cm. thick layer of 80 mm to 100 mm oversize metal and

11641.00 473.00 Sqm. 55,06,193.00


11.20 cm. thick layer of 40 mm size metal with blindage of hard murum for rubble soling and over size, soft murum for size metal layer, consolidation 15 cm. to 23 cm. soling, consolidation of 80 mm to 100 mm, 100 mm to 150 mm over size metal in two layers an consolidation of 40 mm size metal layers in single layer with watering etc. complete.

3 a) Providing stone columns upto cutoff level by drilling empty vertical bore of 650 mm dia. by mechanical means including withdrawal of shell, removal of earth up to a distance of 50 m as directed, providing and laying tubular gabion of 650 mm dia of Netlon CE 131 including providing and fixing steel cage, 8 nos. 8 mm dia. Tor steel tied with 8 mm tor steel ring to maintain the tubular shape of 650 mm dia stone column gabion and filling the bore with well graded material, machine crushed ranging from 50mm to 2mm with 3% lime, in the layers of 450mm compacted to 300 mm. etc. complete.

980.00 1,799.09 Rmt. 17,63,108.20

3 b) Carrying out empty boring for 650 mm dia. bored RCC cast in situ piles including

460.00 323.00 Rmt. 1,48,580.00


withdrawal of shell, removal of earth to distance of 50 m. etc. complete.

4. Providing and laying in position Geocell CE121 for bottom surface and CE 153 Netlon of required width making Geo Boxes of size 600 x 600 x 230 mm made of 50 mm x 50 mm mesh size (wire dia. of 22mm) and 4mm rope bonded with the help of bodkins PVC pipe or any other material to keep the geogrid in cylindrical shape including 15cm laps wherever necessary laying as per drawing and as directed by Engineer etc. complete.

a) CE 121 7250.00 342.19 Sqm. 24,80,877.50 b) CE 153

6590.00 312.85 Sqm. 20,61,681.50

5. Providing & fixing polymer / bamboo bodkins with ropes as per drawing for fixing and jointing of Netlon CE 153 and as directed by Engineer etc. complete.

38564.00 31.30 No. 12,07,053.20

6. Providing & fixing well graded machine crushed aggregate size ranging from 75mm to 2mm filling voids with 12mm aggregates etc. complete.

1480.00 593.00 Cum. 8,77,640.00


7. Compacting the top surface well graded filled in boxes by mechanical means etc. complete.

6427.00 12.00 Sqm. 77,124.00

8. Providing and laying Ready Mix Concrete (RMC) M-20 grade using design mix with minimum cement content of 310 kg./cum. as per IRC specifications maximum water cement ratio 0.45 using maximum 25 mm size and down trap metal for foundation and bedding with all labours, materials, plant & equipments, shuttering form work, staging, including transporting, placing, vibrating with mechanical vibrator and all lifts and leads, finishing and curing etc. complete. The item also includes heavy dewatering by using pumps or manually. The cost also includes all types of taxes, sales tax, insurance, cess levied by local authority etc. complete.

964.00 4,610.00 Cum. 44,44,040.00

9. Providing and laying Ready Mix Concrete (RMC) M-30 grade of concrete using design mix with minimum cement content of 360 kg./cum. as per IRC specifications in situ controlled concrete using maximum 20 mm size and down graded aggregate of trap metal for RCC raft

1148.00 5,943.00 Cum. 68,22,564.00


foundation as per detailed drawing, with maximum water cement ratio of 0.40 (for severe condition) as directed, with contractors labours, materials, plant & equipments, scaffolding, shuttering form work, staging, including transporting, placing, vibrating with mechanical surface vibrator and all lifts and leads, curing, adding required dosages (as per the manufacturer’s recommenda-tions) of approved plasticizer as admixtures (excluding cost of reinforcement). The item includes heavy dewatering by using pumps or manually. The cost also includes all types of taxes, sales tax, insurance, cess levied by local authority etc. complete.

10. Providing and laying Ready Mix Concrete (RMC) M-30 grade of concrete using design mix with minimum cement content of 360kg./cum. as per IRC specifications in situ controlled concrete using maximum 20 mm size and down graded aggregate of trap metal for RCC abutments, walls, pardi, haunches etc. as per detailed drawing, with maximum water cement ratio of 0.40 (for severe condition) as directed, with contractors

1985.00 8,047.00 Cum. 1,59,73,295.00


labours, materials, plant & equipments, scaffolding, shuttering form work, staging, including transporting, placing, vibrating with mechanical surface vibrator and all lifts and leads, curing, adding required dosages (as per the manufacturer’s recommenda-tions) of approved plasticizer as admixtures (excluding cost of reinforcement). The item includes heavy dewatering by using pumps or manually. The cost also includes all types of taxes, sales tax, insurance, cess levied by local authority etc. complete.

11. Providing and casting Ready Mix Concrete (RMC) M-30 grade of concrete using design mix with minimum cement content of 360 kg./cum. as per IRC specifications in situ controlled concrete using maximum 20 mm size and down graded aggregate of trap metal for approach slab and RCC slab etc. as per detailed drawing, with maximum water cement ratio of 0.40 (for severe condition) as directed, with contractors labours, materials, plant & equipments, scaffolding, shuttering form work, staging, including transporting, placing, vibrating with mechanical surface

970.00 8,047.00 Cum. 78,05,590.00


vibrator and all lifts and leads, curing, adding required dosages (as per the manufacturer’s recommenda-tions) of approved plasticizer as admixtures (excluding cost of reinforcement). The item includes heavy dewatering by using pumps or manually. The cost also includes all types of taxes, sales tax, insurance, cess levied by local authority etc. complete.

12. Providing and placing, fixing in all RCC item of foundation, substructure & superstructures H.Y.S.D. / T.M.T. bar reinforcement of various diameters as per IS 1139 of Fe 415 approved make for reinforcement in any position as per detailed drawing or as directed for all diameters including, cutting, bending in shape, fixing in position with galvanized binding wire of 17 guage or tack welding as per IS 9417 (latest version) as directed etc. complete including dewatering using pumps or manually during placing reinforcement and keeping dry during concreting of RCC members. The cost also includes all types of taxes, excise duty, sales tax, insurance, cess levied by local authority etc. complete.

359.00 42,840.00 M.T. 1,53,79,560.00


Note : The quantity to be measured and paid for this item shall not include wastage in cutting. Actually installed and placed in position steel shall be paid for including hooks, laps, bends, pins and chairs. No separate payment shall be made for binding wire or tack welding.

13. Providing and fixing 100 mm dia A.C. pipes for weep holes, staggered as per drawing or as directed by Engineer etc. complete.

3756.00 81.00 Rmt. 3,04,236.00

14. Disposal of excavated material upto 1.5 km lead including loading, unloading, transporting by mechanical or other means, stacking, spreading, levelling as directed by Engineer etc. complete beyond initial lead of 50m.

7268.00 62.20 Cum. 4,52,069.60

15. To carryout plate load test to determine safe bearing capacity of soil / strata as per IS Code No. 1888. The test shall be conducted on square plates of size 600 mm x 600 mm. & 25 mm thick. Vertical movement shall be measured by three dial gauges preferably four dial gauges at 90 degree. The loads shall be measured using 15 MT capacity proving

3.00 35,000.00 No. 1,05,000.00


ring / hydraulic jack and pressure gauge duly calibrated from time to time. The tests results shall be submitted in a report form with observation sheets, graphs, tabular form & inferences, if any.

16. Open timbering in trenches of depth more than 1.5 m. for shoring & strutting including use of and waste of all necessary timber works including walling, struts, open polling boards/ horizontal sheeting/runners etc. as may be necessary and fixing and removal complete. Note : Measurement to be taken on the face/area timbered.

a) 0 to 1.5 m. depth 0.00 220.00 Sqm. 0.00 b) 1.5 m. to 3.0 m. depth 390.00 235.00 Sqm. 91,650.00 c) 3.0 m. to 4.5 m. depth

0.00 250.00 Sqm. 0.00

17. Providing & applying approved quality coal tar epoxy paint in three coats for surface of well, pier, abutment between L.T.L. to 0.90 metre above H.F.L. including cleaning surface, scaffolding etc. complete as directed by Engineer.

265.00 225.00 Sqm. 59,625.00

18. Providing and fixing precast RCC slab of 100 mm thickness in M-30 grade of concrete using

407.00 1,315.60 Sqm. 5,35,449.20


design mix with minimum cement content as per IRC specifications and as per detailed design and drawings or as directed with fixing of 3 mm thick M.S. plate around the slab for inspection opening for S.W.drain including compaction, curing and finishing uneven and honey combed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface including reinforcement. The rate is inclusive of all types of taxes.

19. Providing and fixing precast RCC beams of size 150x150 mm over SW Drain in M-30 grade of concrete using design mix with minimum cement content as per IRC specifications and as per detailed design and drawings or as directed including steel centering, compaction, curing and finishing uneven and honey combed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface including providing & fixing steel reinforcement. The rate is inclusive of all types of taxes.

1049.00 203.45 Rmt. 2,13,419.05

20. Providing earthwork in embankment in footpath and central verge with

1496.59 230.91 Cum. 3,45,577.59


approved materials obtained from contractors own source including all leads & lifts, laying in layers of 100 cms. to 120 cms. thickness, breaking clods, dressing to the required lines, curves, grades and sections, normal watering and compaction with power roller etc. complete. Notes : 1. All payments towards the

royalty, fees, taxes etc. shall be borne by the contractor.

2. The Environmental cess shall be recovered at Rs.1/m3 of gross volume computed without deductions as mentioned for the monthly payment or final payment.

3. For Embankment of any height with watering and compaction without P.D. but laying in layers of 100 to 120 cms and the laboratory soil dry density shall be not less than 1.52g/cc. at Optimum moisture content. (In water logged areas).



21. Providing expansion joints in R.C.C. slab with plain premoulded filler 25 mm thick, including fixing T.W. battens as directed by Engineer etc. complete.

151.00 1,430.00 Sqm. 2,15,930.00

22. Providing dry trap rubble filling behind the walls / abutments / returns including filling voids with gravel, hand packing and compacting the rubble etc. complete.

0.00 347.00 Cum. 0.00

Total of Part – II Rs. 6,84,32,882.84

Total Carried over to Summary of Schedule “A” on Sl.Pg.No.217


Date: Date:



SUMMARY OF SCHEDULE “A”

PART NO.

PARTICULARS TOTAL B/F FROM SL.PG.NO.

AMOUNT

Part-I Road Work 204 8,61,76,359.15Part-II Storm Water Drain 216 6,84,32,882.84

A) Total of Schedule “A” Rs. 15,46,09,241.99

B) ADD/SUBSTRACT (+/-) _____% quoted by Rs. the contractor to reflect the total cost.

C) GRAND TOTAL (A) +/- (B) Rs.


Date: Date:

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.218 C.A.NO.04/CIDCO/EE(DRON-I)/2010-11

ANNEXURE ‘A’

Name of Work : Construction of 36.0 m. wide road and storm water drains along BPCL compound wall at Dronagiri, Navi Mumbai.

G.C.C. Clause No.

1.1(a) (iv) The Engineer for the Contract : Name : Shri. V.J.K. Joseph

Designation : Executive Engineer (Dron-I)

43.1 Time for completion

A. Contract as whole : 18 (Eighteen) Months (including monsoon)

B. Sections (Part of Groups of Items) : Not Applicable

i)

ii)

49.1 Defects Liability Period : 12 (Twelve) Months

i) :

ii) :

49.4 Percentage to be charged as supervision charges for the work got executed through other means

: 24.5%

60.10 The rate of interest applicable for payment delayed.

:

70.1 i) Centre for Price Variation Indices : Mumbai

ii) Price Variation Clause Factors :

PL : 23%

PM : 72%

PF : 5%

Total

: 100%


iii) Base Materials and Base Rates Applicable :

Base Rate of Cement (Co) : Rs.5,081.00 per M.T.

Base Rate of Steel (So) : Rs.41,550.00 per M.T.

30/40 (VG 40) Rs.36,589.00 per M.T.

60/70 (VG 30) Rs.34,877.00 per M.T.

Base Rate of Bitumen (Bo)

80/100 (VG 10) Rs.33,848.00 per M.T.

Base Rate of P.O.L. (Fo) : Rs.43.10 per Litre.


Date: Date:


SCHEDULE ‘B’

(Material to be issued to contractor by CIDCO)

Sr. No.

Particular of Materials

Rate of which material will be issued in

Rs. Ps.

Place of issue Rate of Recovery in case of misuse or

excess consumption

=========================== NIL =======================

No material will be supplied by CIDCO

1. This Schedule consists Nil item only.


Date: Date:

schedule “a” bill of quantities part - i : road...

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