Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date26 Oct 2024
Closing Date1 Nov 2024
Tender Amount₹ 19,00,00,000
Costs
EMD
₹ 30,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDPW_968808_1Bid Award Id
ViewTender No
3143/98Com-Gonda Circle/24-25 Dt. 25.09.24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Construction of granular sub-base(Grading-I) 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
7250
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-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
6000
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-
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
62837.5
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-
Providing and laying dense graded bituminous macadam(Grade-II) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 MoRTH specification clause No. 505 complete in all respects.
4398.63
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-
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
62837.5
-
-
Providing and laying bituminous concrete(Grade-II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 MORTH specification clause No. 507 complete in all respects
1885.13
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-
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 blend
486.63
-
-
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 a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1035.58
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-
Earth work in excavation in foundation in ordinary soil (loam clay or sand)
333
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-
Concrete with 4cm. Gauge stone ballast ,fine sand of 1.25 FM & cement in proportion 8:4:1 in foundation and floors
21.6
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-
Supply and laying dry brick ballast (OBB) under and half round of the pipe
73.6
-
-
M15 Brick work in 1:4 one cement and Three corse sand mortar including supply of all materials, labour & tool & plants etc. required for proper completion of work.
75.8
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-
Supply & laying of 1000mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.
125
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-
Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work.
174.3
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-
2mm thick in 1:4 cement and fine sand plaster
4.9
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-
Five Year Routine Maintenance (IstYear) 0% of BOQ
1
-
-
Five Year Routine Maintenance (IInd Year) 0.25% of BOQ
1
-
-
Five Year Routine Maintenance (IIIrd Year) 0.50% of BOQ
1
-
-
Five Year Routine Maintenance (IVth Year) 0.75% of BOQ
1
-
-
Five Year Routine Maintenance (Vth Year) 1.00% of BOQ
1
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-
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