Rural Works Department Tender
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Rural Works Department - RWD Tender
Civil And Construction
Eprocure
Opening Date2 Oct 2024
Closing Date9 Oct 2024
Tender Amount₹ 1,74,34,600
Costs
EMD
₹ 3,48,692Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Nh-33 Putru To Chholagora Tola Bujidanga.
Description
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Contact
Tender Id
2024_RWD_94856_1Tender No
17/2024-25/RWD/EE/JSRTender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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
970.8
2726443
2808.45
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.
427.89
1343514
3139.86
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
2742.91
223876
81.62
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.)
2742.91
44078
16.07
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)
137.15
1242448
9059.05
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.)
2742.91
35602
12.98
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)
68.57
791506
11543.05
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.
649.94
4290877
6601.96
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)
2
3481
1740.9
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)
6
3257
542.9
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.
1.08
14800
13704.3
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.
144.84
84630
584.3
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.
455.6
25422
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
15.06
41978
2787.41
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
69.98
348874
4985.34
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed)
217.7
1077704
4950.41
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)
135.5
660040
4871.15
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
66.5
337123
5069.52
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
35.16
183352
5214.79
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
6.62
32948
4977.14
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20
7.62
41324
5423.14
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
6.62
38998
5891
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
2.36
28748
12181.62
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
1.08
95387
88321.46
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
86
9422
109.56
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.
220
13105
59.57
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.
130
14497
111.52
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material
25.94
28254
1089.21
Goods & Service Tax (G.S.T.) -
14628724.54
2633170
0.18
Labour Cess -
17261894.96
172618
0.01
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