Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Feb 2024
Closing Date6 Feb 2024
Tender Amount₹ 52,00,000 
Notes
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Costs

Description

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BOQ Items

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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

281.25

791718

2815

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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)

3750

135000

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)

3750

56250

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)

3750

596250

159

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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)

3750

202500

54

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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

69160

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

35.9

3159

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

6.9

36259

5255

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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

29.3

186055

6350

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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

33

2277

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

7.4

1332

180

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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

7.5

13687

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. 900 mm dia

7.5

28837

3845

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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

15

15150

1010

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Construction Work Cost (Total of SI. No. 1 to 17)

1

4538755

4538755.2

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

0.08

340406

4538755.2

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

-

-

4538755.2

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

0.01

45387

4538755.2

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

0.02

68081

4538755.2

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

0.02

90775

4538755.2

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

0.03

136162

4538755.2



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