Department Of Local Administration Tender
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The Department Of Local Administration has issued a formal invitation for competitive bids for Improvements To The Throwbathiamman Kovil Street At Vizhidiyur Village In Neravy Commune Panchayat (4 Th Call) in Karaikal, Pondicherry, with an estimated contract value of Rs. 7,98,314. The bid opening date for this tender is 21-08-2024 and the last date for bid submission is 03-09-2024. Interested bidders for Department Of Local Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Department Of Local Administration Tender
Civil And Construction
Eprocure
Opening Date21 Aug 2024
Closing Date3 Sep 2024
Tender Amount₹ 7,98,314
Costs
EMD
₹ 15,970Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DLA_16356_1Tender No
4/NRYCP/e-Tenders/2024-25Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://http://www.dla.go.th/en/
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BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)
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Earthwork in excavation by mechanical means(Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan)ncluding dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil
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Laying reinforced cement concrete pipe Np4 / pre stressed concrete pipe for culverts on first class bedding of single cement mortar 1:2 but excluding excavation, row including fixing collar with granular material in protection works, backfilling,concrete and masonry works in head walls and parapets-1000mm dia.
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Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a fisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH Specification, 4th Revision, complete in all respects - Using grade-II material and using bitumen 60/70 grade.
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Providing and laying unscreened gravel boulders to a consolidated thickness of 15 cm for sub base course inlcuding conveyance of site, loading unloading inloading and stacking to departmental guage on road side for premeasurement and spreading watering, power rolling etc., complete. The volume of stacks calculated as per actual measurement shall be reduced by 15% for looseness in stacking to arrive at the quantity. The rate to include labour charges for spreading and hand packing to required camber and gradient, power rolling hire and fuel charges for all tools and plants employed, diversion of traffic barricading arrangements etc., completes diretced by the Engineer-in-charge.
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Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous
binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside
the periphery of the area cleared.
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