Rural Works Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is specified as a specific class of contractor, such as those in Jharkhand, RWD/RDD or others, but the exact class is not explicitly mentioned.
Bid Capacity
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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 (applicable for tender amount more than 2.5 cr)
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction works, specifically having executed works of a similar nature and volume over the last five years preceding the year in which bids are invited. To qualify, the bidder should have satisfactorily completed at least one work of similar nature, with a value not less than one-third (33.33%) 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 by the Employer. The bidder needs to provide information on similar nature of works executed, including the year, name of work, name of employer, description of work, value of contract, contract number, date of issue of work order, stipulated date of completion, actual date of completion, up to date value of work done, and remarks explaining reasons for delay if any. The available bid capacity is calculated based on the maximum value of civil engineering works executed in anyone year during the last five years, and it should be equal to or more than the total estimated value of the works for which they have offered the bid. For tender amounts more than 2.5 cr, the bidder needs to upload scanned copies of certificates showing details of civil construction works in hand. The bidder should also have achieved a minimum annual financial turnover of 50% of the estimated value of the work tendered.
Costs
EMD
₹ 5,04,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_98963_1Tender No
12/2024-25/RI/RWD/EE/GODDATender 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 Material Deposited from Roadway Cutting (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)
Rolling with smooth wheeled roller
714.46
61
43925
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1)
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.
With Grading-I Material
1098.61
2952
3243107.71
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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
734.25
3290
2416108.36
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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.)
4706.73
82
388964.17
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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 granular surface cleaned with mechanical broom.
4706.73
16
77331.57
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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 surface cleaned with mechanical broom.
4706.73
13
62458.31
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Bituminous Macadam (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.)
235.34
9316
2192596.88
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Semi-Dense Bituminous Concrete (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.)
for Grading-II (10 mm nominal size)
117.67
11871
1396935.88
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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 using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
414.96
7048
2924737.67
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Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)
2
1740
3481.8
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Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1
7526
7526
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Direction and Place Identification signs with size more than 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
0.54
14393
7772.27
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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.
248.54
584
145221.92
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Earth work in excavation of foundation 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 and backfilling with approved material.
952.61
55
53155.64
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Construction of dry rubble flooring at cross drainage works for relatively less important works.
28.25
2917
82429.83
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(P.C.C. Grade M-15)
146.66
5415
794191.77
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble Masonry Work in Cement Mortar 1:3 in foundation
360
5315
1913612.4
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry Work in Cement Mortar 1:3 in S/S
243.75
5240
1277335.31
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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 (1st sort) in C.M. (1:3)
274.07
5427
1487402.56
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
87.86
5572
489606.88
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-15)
14.94
5406
80780.43
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-20 in Cover Slab)
9.62
5870
56475.08
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-25 in Deck Slab)
14.24
6351
90451.06
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
4.56
12665
57754.27
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
1.97
88614
174570.39
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
114.03
70
8016.31
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Pointing with cement mortar (1:3) on brick / stone masonary work in substrucutre as per technical specifications
375
61
23167.5
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
30
268
8067
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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
280.89
120
33751.74
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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.
310
110
34255
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Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
46.24
1234
57103.63
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Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
45
7085
318852.9
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Goods & Service Tax (G.S.T.) -
21150519.42
-
3807093.5
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Labour Cess -
24957612.91
-
249576.13
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