Rural Works Department Tender
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Rural Works Department - RWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Sep 2024
Closing Date9 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 6,55,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_91980_1Bid Award Id
ViewTender No
19/2024-25/EE/RWD/SRKTender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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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 loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
(By Mix in Place Method) With Grading-I Material
S.O.R. Item No. 4.01 B. (i)
1696.9
2808
4765658.81
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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.
S.O.R. Item No. 4.14 B
1066.84
3139
3349728.24
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Prime Coat over WMM/WBM (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).
S.O.R. Item No. 5.01 A (i)
6838.71
81
556465.83
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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/granular surface cleaned with mechanical broom.)
S.O.R. Item No. 5.02 (i)
13677.42
12
176575.49
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Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (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.)
Bituminous Macadam for Grading II: (19 mm nominal size)
S.O.R. Item No. 5.03 (ii)
341.94
9033
3088850.02
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects. Semi-Dense Bituminous Concrete, Grading-II (10 mm size)
S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th)
170.97
11517
1969104.23
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)
S.O.R. Item No. 6.4
755.61
6713
5072508.16
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Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii)
3
1740
5222.7
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Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii)
11
542
5971.9
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Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.05
1.08
13704
14800.64
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
S.O.R. Item No. 8.13 B
361.12
584
211002.42
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Earth work in excavation of foundation in Ordinary Soil by Manual Means of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.
S.O.R. Item No. 3.13 (i) B
1046
55
58366.8
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Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09
15.06
2787
41978.39
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
S.O.R. Item No. 12.08 A
161.38
5072
818567.77
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
S.O.R. Item No. 12.07 (B)
614.05
5000
3070477.2
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)
S.O.R. Item No. 13.04 A
381.25
4924
1877377.94
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort) S.O.R. Item No. 12.07 (A)
66.5
5117
340340.35
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
S.O.R. Item No. 13.04 B
34.6
5263
182105.68
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
S.O.R. Item No. 13.05 A (p)
16.42
5064
83152.52
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20
S.O.R. Item No. 13.05 B (p)
7.02
5531
38834.01
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
S.O.R. Item No.13.05 F (p)
5.04
6018
30334.45
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
S.O.R. Item No. 14.04
1.8
12335
22203.54
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
S.O.R No. 13.06
0.88
88653
78015.05
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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
S.O.R. Item No. 13.03
80.72
111
9030.95
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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.
S.O.R. Item No. 13.2
620
60
37231
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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
S.O.R. Item No. 13.08
295
111
32978.05
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Back filling behind abutment, wing wall, return wall with Sandy material complete as per drawing and technical specifications. S.O.R. Item No. 13.09 (B)
25.94
1089
28254.11
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Goods & Service Tax (G.S.T.) -
27474474.09
-
4945405.34
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Labour Cess -
32419879.42
-
324198.79
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