Department Of Local Administration Tender
View complete overview of Puducherry DLA Tender
Department Of Local Administration - DLA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Dec 2024
Closing Date9 Dec 2024
Tender Amount₹ 13,96,513
Costs
EMD
₹ 27,930Document Cost
₹ 525Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_DLA_16986_1Bid Award Id
ViewTender No
007/MMC/e-Tenders/2024-25Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://pudutenders.gov.in
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Documents
Sample format for work experience for non PWD Puducherry Contractor
BOQ Items
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Code No.5.1: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
648
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Code No.6.5F.1.MO: Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm.
880
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-
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Code No.5.5 : Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone
chips spreader may be used with application of
bituminous binder after each layer and with key
aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross-section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)
880
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-
... More
Code No.6.5E.1.MO: Providing and applying tackcoat on the prepared surface, heating bitumen in boiler and spraying the bitumen with
sprayset fitted on bitumen boiler - on black topped surface bitumen @ 5kg/10sqm.
985
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-
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Code No .6.11B.MO: Providing and laying open graded premix carpet 20mm thick on prepared surface in a single course as wearing course
composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of primer/tack coat. As per clause no 509 of
MOST specification.
985
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-
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Code No.6.16.MO: Providing and applying liquid seal coat, type `A' comprising of a layer of bituminous binder, followed by a cover of stone
chipping of specified grading and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.
985
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-
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Code No.16.68: Providing and laying 60mm thick 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 thick compacted bed of coarse sand , filling the joints with fine aggregate etc. all complete as per the direction of Engineer-in-charge
63
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Code No.4.1.3: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work
upto plith level - 1:2:4 (1 cement : 2 fine aggregate : 4 graded stone aggregate 20mm nominal size)
0.5
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