Road Construction Department Tender
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Costs
EMD
₹ 3,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CECOM_63444_1Bid Award Id
ViewTender No
RCD/GODDA/1269/2022-23Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Construction of Subgrade With Stone Dust (Construction of subgrade and earthen shoulders with approved material (Stone Dust) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) Stone Dust NS ITEM
600.24
-
849.14
... More
Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. JH RCD SOR 3.20 C-I
760.65
-
52.6
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Granular Sub-Base with Graded Material (Table:- 400- 2), Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loder at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.,Rate per cum for grading-I Material
JH RCD SOR 4.01 B (i)
285.36
-
2210.9
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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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
JH RCD SOR 4.14 B
1600.32
-
2359.56
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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.)
JH RCD SOR 5.01 A i
7112.55
-
81.49
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Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. As per MOSRT&H specification 502 (5th revision ) & as per direction of E/I.
JH RCD SOR 5.02 (i)
7145.05
-
12.94
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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.25 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. As per MOSRT&H specification 502 (5th revision ) & as per direction of E/I.
JH RCD SOR 5.02 (ii)
7112.55
-
16.02
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Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen, Providing and laying bituminous macadam with higher capacity hot mix plant 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 and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
JH RCD SOR 5.03 ii
357.25
-
8280.59
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Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen, 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.
JH RCD SOR 5.05 B
214.35
-
11660.85
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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 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. JH RCD SOR 6.01
87
-
3479.86
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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. JH RCD SOR 6.02
137.5
-
6358
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Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) English and Roman JH RCD SOR 8.03
2500
-
1.1
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Goods & Service Tax (G.S.T.) -
18
-
1
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Labour Cess -
1
-
1
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