Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2024
Closing Date20 Feb 2024
Tender Amount₹ 66,00,000 
Notes
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Costs

Description

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WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per MORD Technical Specification Clause 405

365.63

1003654

2745

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Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORD Technical Specification Clause No. 502 (Including Cost of Emulsion)

4875

175500

36

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Tack coat Providing and applying tack coat with bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular base surface cleaned with mechanical broom. As per MORD Technical Specification Clause No. 503 (Including Cost of Bitumen)

4875

73125

15

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20mm thick Open-Graded Premix Carpet using Bituminous Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. As per MORD Technical Specification Clause No. 508 (Including Cost of Bitumen)

4875

780000

160

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Seal Coat - Type C (Mechanical Method) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. As per MORD Technical Specification Clause No. 510 with Bitumen Binder VG-10 (Including Cost of Bitumen)

4875

268125

55

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Brick Edging Brick edging on both sides of the road of brick class M-150, 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming athe excavated earth as directed by the engineer incharge of the work including material labour & T&P etc for proper completion of work. but bond edging both side and road. SOR No. 766

1.3

89908

69160

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Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting our construction of shoring and bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. As per MORD Technical Specification Clause No. 300

45.8

4030

88

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and as per MORD technical specification Clauses 802, 803,1202, 1203

5.9

30857

5230

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Brick masonry work in (1:3) cement coarse sand mortar in substructure complete excepting pointing and plastering, as per drawing and as per MORD technical specification No. 1300 & 2200

29.5

187620

6360

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Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and as per MORD technical specification Clause 613.3 and 1204

49.5

3415

69

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Plastering with cement mortar (1:4), 15 mm thick on brickwork/ C.R. Stone masonry in substructure as per MORD technical specification Clauses 613.4 & 1204

11

2002

182

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Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. 600 mm dia

22.5

41062

1825

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Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. 350 mm dia

45

45450

1010

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Construction Work Cost (Total of SI. No. 1 to 16)

1

5793575

5793575.8

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B- Routine Maintenance Amount after Completion of Construction work. (Amount for 5 Year)

0.08

434518

5793575.8

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1st Year Maintenance Charge @ 0.00% on Construction cost of works

-

-

5793575.8

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2nd Year Maintenance Charge @ 1.00% on Construction cost of works

0.01

57935

5793575.8

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3rd Year Maintenance Charge @ 1.50% on Construction cost of works

0.02

86903

5793575.8

... More
4th Year Maintenance Charge @ 2.00% on Construction cost of works

0.02

115871

5793575.8

... More
5th Year Maintenance Charge @ 3.00% on Construction cost of works

0.03

173807

5793575.8



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