Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Mar 2025
Closing Date18 Mar 2025
Tender Amount₹ 4,15,89,000
Costs
EMD
₹ 4,16,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2297_1Bid Award Id
ViewTender No
SEJ/CHDNIT/2024-25/04Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
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Excavation for structures (Earth work in excavtion 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 back filling with approved material)
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Ordinary Soil
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p) Height upto 5m
4.22
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
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Random Rubble Masonry
35.54
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PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
56.4
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
1.05
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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Case I:- Using concrete mixer
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Ordinary Soil
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A) Random Rubble Masonry
802.18
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PCC Grade M15
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Granular material
73.41
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Dry Lean Cement concrete Sub-base (construction of dry lean cement concrete Sub-base over a prepared sub-grade with course aggregate conforming to IS:383, the sioze of coarse aggregate not exceeding 25 mm, aggregate cement ratio not exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, 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.)
935.85
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Height upto 5 m
8.28
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3 mtr to 6 mtr depth (without de-watering)
689.45
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and Technical Specification
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CC Pavement
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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)
28.64
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
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R/Wall for 3.00 mtr. height & 6.0 mtr. Length
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Manual Means ( Upto 3m Depth)
122.78
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)
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Providing weep holes in Brick masonary/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm 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.
24
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Slab culvert, 2.00 Mtr, Ht 2.00 Mtr, Length 6.00 Mtr
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Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material)
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Cement Concrete Pavement (Connstruction of unreinforced ,dowel jointed,plain cement concrete pavement over a prepared subbase with 43 grade cement @400 Kg per cum,coarse and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm,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 membren,sealant primer,joint sealant,debonding strip dowel bar,tie rod,admixtures as approved,curing compound,finishing to lines and grades as per drawing)
2248.35
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Coursed rubble masonary (First sort)
62.94
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Granular material
68.84
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RCC Grade M20
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Manual means
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Evaluation Notes How It Works ?
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