Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date11 Feb 2025
Closing Date18 Feb 2025
Tender Amount₹ 2,35,42,000 
Notes
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. As per MORTH 4.01/ 401 A

565

2550

1440750

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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. As per MORTH 6.1/601

357

4150

1481550

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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per MORTH 6.20/602

1072

7100

7611200

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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

256

4025

1030400

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Providing ang laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC :35 the finished surface to be level uniform and free from streaks and holes.

130

610

79300

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.As per MORTH12.01/304/i/A

1497

152

227544

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Plain cement concrete 1:3:6 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.

152

4700

714400

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and MORTHTechnical Specifications13.04/ 1400&2200/B(Coursed rubble masonry (first sort ))

180

5280

950400

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S/L & Fixing 1000 mm dia NP3 Hume pipe culvert 2.50 M.

50

7100

355000

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Pointing with cement mortar (1:3 ) on brick work in substructure as per MORTH Technical Specifications 13.02/1300 & 2200

210

66

13860

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MORTH Technical specification16.01/2503/A(Boulder Laid Dry Without Wire Crates.)

39

2050

79950

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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per MORTH Technical Specifications 13.03/1300&2200

23

137

3151

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORTHTechnical Specifications.12.08/1500,1700&2100/E/CASEII(RCC Grade M25 using batching plant transit mixer & manual placing)

468

6100

2854800

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and MORTH Technical Specifications12.42/1600

364

8400

3057600



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