Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date30 Dec 2024
Closing Soon13 Jan 2025
Tender Amount₹ 33,40,000 
Notes
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Costs

Summary

Distt. Azamgarh Repair And Protection Work On Tons River Rcc Bridge And Approach Road In Km 6 Of Mudiyar Durvasa Kalhaura Ghat Road (odr)

Description

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Contact

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BOQ Items

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Painting 2 coat over priming coat (including cost of priming coat) on steel and other metal surfaces upto 10 cm width or girth or small articles not exceeding 0.10 Sq.M in area white superior synthetic enamel such as Luxol 3, Higloss apcolite superlac, Deluxe specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stopping including cost of all materials labour tools and plants etc required for proper completion of the work(641+642)

60.8

116

7083.2

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Providing and applying 2 coats of FORSOC Deckgaurd Standered (Anticarbonation, Aliphatic acrylate based protective and decorative coating for concrete and masonary) concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 4 sqm.

1317

290

381930

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

1734

135

234090

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

110

4300

473000

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

221

3900

861900

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Plain cement concrete nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)( S.I. 280)

7

6300

44100

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1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)( S.I. 284b)

9

9050

81450

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Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification( S.I. 504)

7

5350

37450

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Providing, laying, spreading and compacting stone aggregates of specific sizes 40mm to 63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-upthe interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 2 as per Technical Specification Clause 405.

6

4170

25020

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Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-upthe interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.

3

4321

12963

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Providing and applying prime coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502.

200

40

8000

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Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.

200

17

3580

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Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.

200

204

40800

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (Excluding GST)

200

60

12000



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