Department Of Town Planning And Urban Local Bodies Tender
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Department Of Town Planning And Urban Local Bodies Tender
Eprocure
Opening Date29 Sep 2020
Closing Date5 Oct 2020
Tender Amount₹ 19,52,000
Costs
EMD
₹ 19,520Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_TPULB_350_1Bid Award Id
ViewTender No
PSCDCL/NIT-03/2020-21/ 11Tender Authority
Department Of Town Planning And Urban Local Bodies ViewPurchaser Address
-Website
http://http://arunachaltp.nic.in/
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Documents
BOQ Items
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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 otherdeleterious matter, dressing of sides and bottom, backfilling the excavationearth to the extent required and utilising the remaining earth locally for road work.) A. Manual l Means (Depth upto 3 m)
40
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Granular Sub-base with Close Graded Material (Table:- 400-1)-APlant Mix Method (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 ) (i) For grading- I Material 150mm thick, Drainage layer
90
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Dry Lean Cement Concrete Sub- base (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 days, mixed in a batching plant, transported to site, laid with a paver with+B13 electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
90
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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 abatching and mixing plant as per approved mix design, transported to site,laid with a fixed form or slip form paver, spread, compacted and finished ina 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, admixturesas approved, curing compound, finishing to lines and grades as per drawing)
60
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Centring and shuttering including strutting proping etc. and removal of form work for:( a) Foundations and plinth.
48
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