Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 4,45,62,282 
Notes
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Costs

Summary

Construction Of Cc Road At Sibum Village In Katan Circle Of Upper Siang District

Description

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BOQ Items

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DO_NOT_SHOW

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Centring and shuttering including strutting,propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.

720

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Cement Concrete Pavement (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)

1800

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Loading and Unloading of Stone Boulder/ Stone aggregates/Sand /Kanker/Moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

6180

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Loading and Unloading of Cement or Steel by Manual Means and stacking. Cost of Haulage Excluding Loading and Unloading Surfaced road

854.4

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Cement or Steel Lead from silapathar to Sibum via pasighat

854.4

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Add for cartage from Quarry to work site (lead-11 km) Boulders, sand ,aggregates.

6180

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C.C. Drain

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Excavation for Structures (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 (i) Ordinary soil (A) Manual Means - Upto 3 m depth

1632

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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.

204

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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) foundation

720

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12mm cement plater 1:4 (1 cement : 4 fine sand)

5040

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Loading and Unloading of Stone Boulder/ Stone aggregates/Sand /Kanker/Moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

276

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Loading and Unloading of Cement or Steel by Manual Means and stacking. Cost of Haulage Excluding Loading and Unloading Surfaced road

47.05

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Cement or Steel Lead from silapathar to Sibum via pasighat

47.05

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Add for cartage from Quarry to work site (lead-11 km) Boulders, sand ,aggregates.

276

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Slab Culvert 1 m span

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Excavation for Structures (Earthwork 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.) I-Ordinary soil B-Mechanical Means (i) Depth up to 3 m

288

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PCC 1:3:6 in Foundation (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.)

48.66

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )

275.16

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20

14.16

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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications

2.58

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A Granular material.

152.1

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Providing weep holes in Brick masonry/ Plain /Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

120

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FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Guwahati to Pasighat (lead -625 Km) Steel

2.7

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FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Silapathar to Pasighat (lead -104 Km) cement

58.99

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FOR HILL ROADS Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road Add for cartage from Pasighat to work site (lead -52.00 Km) Steel & Cement = For Hill Roads

61.69

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

61.69

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Add for cartage from quarry to work site (lead - 11.00 Km) Boulder, sand & Shingle .

657.25

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Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads

657.25

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