Rural Works Department Tender
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Rural Works Department - RWD Tender
Eprocure
Opening Date29 Mar 2025
Closing Soon12 Apr 2025
Tender Amount₹ 6,70,02,221
Technical
Technical
Financial
Class Of Bidder
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Class I.
Bid Capacity
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The formula for bid capacity is: Assessed Available bid Capacity = (AxNx2.5-B) Where: A = Maximum value of civil engineering works executed in anyone year during the last five years
N = Number of years prescribed for completion of the works for which bids are invited
B = Value of existing commitments and ongoing works to be completed during the next two years.
Technical Capacity
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The bidder is required to have prior work experience as a prime contractor on construction works of a similar nature and volume. The bidder needs to provide information on the works completed in the last five years, including the year, name of work, name of employer, description of work, value of contract, and other details. The bidder should have completed works of a similar nature and volume, but specific percentages of similar works completed are not mentioned. However, to qualify for the award of the contract, the bidder should have satisfactorily completed at least one work of similar nature, with a value of not less than 1/3rd of the estimated value of the work tendered, in the last five years preceding the year in which the tender is invited, with at least 90% completion as a prime contractor or duly authorized sub-contractor. The bidder's prior work experience is assessed based on the maximum value of civil engineering works executed in anyone year during the last five years. The bidder needs to provide a list of similar works completed, including the value of the contract, but no specific amount or percentage of similar works completed is required, except that the bidder should have achieved a minimum annual financial turnover of 50% of the estimated value of the work tendered.
Costs
EMD
₹ 13,41,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_99901_1Tender No
12/2024-25/RWD/EE/CHAIBASATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2
879.9
61
54096.25
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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
3933.51
2746
10805037.29
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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.
3149.47
3075
9685470.61
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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
20188.89
82
1657305.98
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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.)
20188.89
16
327867.57
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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)
1009.44
9046
9131979.72
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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.)
20188.89
13
264676.35
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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)
504.72
11575
5842578.15
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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.
818.4
7097
5808413.95
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5th kilometre 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)
1
2929
2929.3
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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)
6
1740
10445.4
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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)
25
542
13572.5
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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
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.
1066.08
584
622910.54
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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.
1173.2
55
65464.56
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Construction of dry rubble flooring at cross drainage works for relatively less important works.
105.42
2731
287954.73
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
175.86
5446
957823.25
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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)
172.8
5239
905345.86
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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)
117
5186
606866.13
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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)
465.5
5346
2488935.4
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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)
245.56
5491
1348610.61
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
12.04
5438
65477.25
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20
52.74
5913
311898.56
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
44.76
6408
286833.72
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
15.96
12733
203221.87
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
7.36
88760
653280.08
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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
596.72
125
74995.77
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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.
180
62
11325.6
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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.
340
113
38549.2
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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material
181.58
1089
197778.75
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Goods & Service Tax (G.S.T.) -
56219349.62
-
10119482.93
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Labour Cess -
66338832.56
-
663388.33
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