Road Construction Department Tender
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Costs
EMD
₹ 3,79,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CECOM_96198_1Bid Award Id
ViewTender No
RCD/GODDA/1350/2024-25 (2nd Call) (Group 1)Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from Stone dust/ borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with stone dust vide R.C.D. S.O.R. 3.18
1372.5
1367
1877497.65
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Grading-v
vide R.C.D. S.O.R. 4.01B(V)
510.45
2482
1267054.3
... More
Wet Mix Macadam (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
With Vibratory Roller
vide R.C.D. S.O.R. 4.14 (B)
668.25
3199
2137932.23
... More
Prime coat (Providing and applying primer coat with SS1 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.
vide R.C.D. S.O.R. 5.01(A)i
3341.25
81
272211.64
... More
Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
vide R.C.D. S.O.R. 5.02 (ii)
3341.25
16
53794.13
... More
Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion
pressure distributor at the rate of 0.20 kg per sqm on the prepared
bituminous surface cleaned with mechanical broom.
vide R.C.D. S.O.R. 5.02 (i)
8360
12
108094.8
... More
Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. Grading-(ii)
(19mm nominal size)
vide R.C.D. S.O.R. 5.04AB
217.18
10999
2388971.31
... More
Bituminous Concrete (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen.
for Grading-II(10 mm nominal size)
vide R.C.D. S.O.R. 5.05AB
250.8
12502
3135569.32
... More
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 electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing .vide R.C.D.SOR 6.01
268.38
3784
1015705.58
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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.
vide R.C.D.SOR 6.02
529.2
6648
3518465.58
... More
Goods & Service Tax (G.S.T.) -
18
1
2867036.81
... More
Labour Cess -
1
1
187950.19
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