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 Date30 Jan 2024
Closing Date8 Feb 2024
Tender Amount₹ 10,43,547
Costs
EMD
₹ 20,871Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DLA_14973_1Bid Award Id
ViewTender No
021/MMC/e-Tenders/2023-24Tender Authority
Department Of Local Administration ViewPurchaser Address
-Website
http://pudutenders.gov.in
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Documents
BOQ Items
Code No.4.1.10: Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - all work
upto plith level - 1:5:10 (1 cement : 5
coarse sand : 10 graded stone aggregate
40mm nominal size)
2
-
-
Code No.5.9.2: Centering and shuttering including strutting , propping etc and removal of
form for - Walls (any thickness ) including
attached pilasters , butteresses , plinth
and string courses etc.
59
-
-
Code No.5.2.3: Reinforced cement concrete work in walls (any thickness) , including attached
pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and rein forcement - 1:2:4 (1 cement : 2coarse sand :4 graded stone aggregate 20mm nominal size)
12
-
-
Code No.30.7: Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
52
-
-
Code No.2.25: Filling available excavated earth (excluding rock) in trenches, plinth, sides
of foundations etc. in layers not exceeding
20cm in depth, consolidating each deposited
layer by ramming and watering, lead upto
50m and lift upto 1.5m
44.63
-
-
Code No .2.27B: Supplying and filling with red earth (excluding rock) including cost and
conveyance to the work site and stacking to
the departmental gauge , spreading in layers not exceeding 20cm in depth , watering and consolidation using 0.5 tonne roller , or wooden or steel rammers etc. complete for making play fields , running tracks and court yards
85
-
-
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)
258
-
-
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.
258
-
-
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)
258
-
-
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.
258
-
-
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.
258
-
-
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.
258
-
-
Code No.5.22.7 : Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more
1500
-
-
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 coarse sand : 4 graded stone aggregate 20mm nominal size)
0.25
-
-
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