Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 2,08,335Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDM1_2296_1Tender No
EE/UD/e-tender/2023-2024/1 dt. 22/12/2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 eheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density Grading I
271.97
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Grading II
271.97
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Providing, laying and rolling of of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen or cut back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base including mixing in suitable plant laying and rolling with smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. By Manual means
3626.25
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SH: Construction of 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordunary Soil, mechanical means, depth upto 3 m)
638.22
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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.
159.56
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixwd, placed in foundation and compacted by vibration including curing for 14 days)
250.21
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SH :- Construction of RCC Pipes Culvert.
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
107.49
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Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 m below ground/bed level and upto a height of 1.5 m above ground/bed level.
9.27
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Random Rubble Masonry
47.52
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Plastering with cement mortar ( 1:3 ) in substructure as per Technical specifications.
80.31
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Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.
NP-3 Pipe - 900mm
15
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