Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 2,33,50,000 
Notes
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Costs

Summary

Construction Work Of 3x6 Meter Spon Minor Bridge And Approach Road In Place Of Damaged Hume Pipe Culvert At Km-6 On Lohrapur Chatti Gadauli Dham Baraini Road.

Description

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Providing concrete for reinfoced Cement concrete in sub structure as per drawings and technical specification clauses R.C.C. Grade M 30

1060

9773200

9220

... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

1140

10613400

9310

... More
Back filling behind abtment, wing wall and behing return wall complete as per drawing and technical specification clause

336

282240

840

... More
Providing & fixing weep holes as per MORD 600 12.90 abutment wing wall, Retarning wall

140

15400

110

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Stone Boulder pitching in apron including cost of labour T&P etc reqired proper completion of the work.

222

223776

1008

... More
Providing and laying of Filter media with granuler materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H Specifications to a thickness of not less then 600 mm with smaller size towards the soil and bigger size towards wall and provided over the entire surface behind abutment, wing wall and return wall to the full hight compacted to a firm condition complete as per drawing and technical specifications. MORD 1200

72

74160

1030

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Earth work in embankment in moorum mixed/black cotton soil. Excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i/c 1.5m lift and 30m lead

1575

318150

202

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth sheel roller to achive the desired density, complete as per Technical Specification Clause 401.

111

245310

2210

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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 wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

29

75690

2610

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

29

80620

2780

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Providing and applying primer coat with bitumen Emulsion(SS-1) 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

393.75

12206

31

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Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

393.75

5906

15

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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 mm aggregates either using penetration grade bitumen or emulsion 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.

393.75

69693

177

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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

393.75

25987

66

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Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge (SOR SI No. 253)

59

11918

202

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Claus. as per SOR No. 2.2

500

1750

3.5

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Supply of 1000 mm dia NP3 Hume pipe7.5 m length and 2 Nos collar for one culvert with collar (Laying and fixing four row)

10

37500

3750

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Earth work in embankment in moorum mixed/black cotton soil. Excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i/c 1.5m lift and 30m lead

59

4720

80

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Dismantling reinforeed cement concrete or reinforced brick work including stcking of dismantled materials as directed by Egnineer-in-charge within a distance of 60 meters (200 feet). SI No. 692

150

45000

300



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