Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 8,20,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDM1_2659_1Tender No
EE/SPT/NIT/RPvt/5054/2024-25/4Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Cable duct across the road (provding and laying of a rcc pipe duct, 300 mm dia across the road (new constructon), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm iin case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher tha ground level to prevent entry of water and dirt, all as per IRC: 98- 1997 and approved drawings.)
34.65
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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, 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.
828.28
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Plain Reinforcd Cement concrete in open foundation complete as per drawing and technical specifications (f) PCC grade M 30 using batching plant and manual placing
88.35
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P/L factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thickcompacted bed of coarse sand , filling the joints with line sand etc. all complete as per the direction of Engineer - in - charge (i) 80mm thick
10160.25
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(SH: Const of RCC slab culvert)
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. I . Ordinary soil B.Mechanical Means (i) Depth upto 3 m
275.33
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a) Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level
21.79
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Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.
89.74
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
2.75
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
6.6
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Supplying and fitting and placing HYSD bar reinforcement in super structures complete as per drawing and technical specificaitons
0.76
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Cement concrete wearing coat M-30 grade including form work and reinforcement complete as per drawing and technical specification.
1.9
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