Rural Works Department Tender
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Technical
Technical
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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10% of BOQ
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction works, specifically having completed similar works during the last 5 years. The bidder should have performed work as a prime contractor on construction works of a similar nature and volume over the last five years preceding the year in which bids are invited. To qualify for the award of the contract, the bidder should have satisfactorily completed at least one work of similar nature of 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. The bidder should have achieved a minimum annual financial turnover of 50% of the estimated value of the work tendered in the last five years for tender amounts more than 2.5 cr. The required prior work experience for the bidder is also mentioned in terms of the qualification and experience of technical personnel, such as a Project Manager having a B.E./B.Tech/ B.Sc. Engg. (Civil) degree with 5 years of experience. Additionally, the bidder should have a completion rate of not less than 90% for the work completed as a prime contractor or duly authorized sub-contractor by the Employer. The value of similar works completed is considered for the calculation of the available bid capacity, and the bidder needs to provide the value of the contract, the stipulated date of completion, and the actual date of completion for each similar work. The bidder's available bid capacity should be equal to or more than the total estimated value of the works for which they have offered this bid, and it will be calculated based on the maximum value of civil engineering works executed in anyone year during the last five years, taking into account the completed as well as in-progress works, with escalation factors for the cost of works executed to a common base value. The assessed available bid capacity will be calculated using the formula: Assessed Available Bid Capacity = (AxNx2.5-B), where A is the maximum value of civil engineering works executed. The bidder needs to provide information on the total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited. The bidder also needs to provide evidence of access to financial resources, which is 10% of the amount of the Bill of Quantity (BOQ). The bidder should provide a list of similar works in hand in the prescribed formats and a list of works for which bids are already submitted, if applicable. The bidder's experience and financial capacity will be assessed based on the information provided in the bid documents, and the bidder should have completed similar works, with the value of these works considered for the calculation of the available bid capacity. The bidder should provide an affidavit from a notary regarding the employment of qualified and experienced technical personnel as per the bid document proposed to be engaged for the contract. For tender amounts more than 5 cr rupees, the affidavit should be uploaded along with the technical bid. The bidder needs to have a certain amount of experience and financial capacity to be eligible for the bid, but the exact percentage and value are not explicitly mentioned for all cases. However, specific values and percentages are mentioned, such as 33.33% of the estimated value of the work tendered, 50% of the estimated value of the work tendered, 90% completion rate, and 10% of the amount of the Bill of Quantity (BOQ) for financial resources.
Costs
EMD
₹ 7,36,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_98984_1Tender No
12/2024-25/RI/RWD/EE/GODDATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material 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)
14114.77
131
1853269.3
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
48
62
2995.2
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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
1415.92
61
87050.76
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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
1210.07
3116
3770699.13
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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.
889.58
3462
3080473.21
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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.)
5702.46
82
471593.44
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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.
5702.46
16
93862.49
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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.
5702.46
13
75728.67
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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.)
285.12
9491
2706264.95
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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)
142.56
12044
1717102.41
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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.
8.4
4335
36416.86
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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
407.92
7186
2931655.77
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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)
4
1740
6963.6
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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 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 exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
For Information at the start of the Road
1
13704
13704.3
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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)
60 cm x 45 cm rectangular for Villages & others
4
5312
21248
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For turnings
60 cm equilateral triangle
6
4110
24660.6
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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.
301.12
584
175944.42
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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.
1839.9
55
102666.42
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Construction of dry rubble flooring at cross drainage works for relatively less important works.
76.31
3066
234039.72
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(P.C.C. Grade M-15)
298.24
5571
1661650.12
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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
615
5509
3388625.4
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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
345
5425
1871635.35
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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)
549.15
5620
3086294.39
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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
218.94
5765
1262379.58
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-15)
33.39
5563
185759.25
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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)
22.96
6022
138265.81
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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)
48.01
6482
311211.38
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
11.14
12782
142399.95
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
6.25
88448
552890.95
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Pointing with cement mortar (1:3) on brick / stone masonary work in substrucutre as per technical specifications
600.41
62
37315.17
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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
535.97
121
65345.46
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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)
535.67
70
37657.6
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
90
268
24201
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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.
730
110
80665
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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)
101.68
1124
114381.87
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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 .
52.5
7153
375534.08
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Goods & Service Tax (G.S.T.) -
30895337.68
-
5561160.78
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Labour Cess -
36456498.46
-
364564.98
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