Rural Development 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 a specific class of contractor, however the exact class is not specified.
Bid Capacity
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To determine the bid capacity required, we look at the specific details provided that outline the requirements or formulas for calculating it. The available bid capacity is calculated as Assessed Available Bid capacity = [ ( A x N x 2) - B ], where A is the maximum value of civil engineering works executed in any one year during the last five years, N is the number of years prescribed for completion of the works, and B is the value of existing commitments and on-going works to be completed during the period of completion of the works. The bidder's available bid capacity for construction work should be equal to or more than the total bid value. Additionally, the bid capacity required includes providing detailed information on existing commitments, ongoing construction works, and works for which bids have already been submitted, along with supporting certificates. The bid capacity also requires investing a minimum of cash up to 10% as defined. Furthermore, the bid capacity in terms of financial turnover is at least 1.5 times the estimated cost of the project. However, the exact estimated cost of the project is not provided, making it challenging to calculate the precise bid capacity. Given the information and the specific query for a bid capacity with value and formulas, the answer involves understanding the formula and requirements provided. The formula for calculating the bid capacity is given, but the specific values required to calculate it, such as the estimated cost of the project, are not explicitly mentioned. Therefore, the bid capacity required in the given tender involves the formula Assessed Available Bid capacity = [ ( A x N x 2) - B ] and the requirement for financial turnover to be at least 1.5 times the estimated cost of the project, but the exact values to calculate it are not found.
Technical Capacity
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The bidder is required to have work experience as a prime contractor on construction works of a similar nature and volume over the last three years, with a value of 1.3 (in Rs. Lakhs). Additionally, the bidder should have completed works with a minimum of 50% of the total pile length for pile/well foundation work. The bidder should also have satisfactorily completed, as a prime Contractor, at least 14.75 M Length of single bridge work (minimum 50% of the bridge length of tender invited) in the last five years. Furthermore, the bidder should have experience in works of similar nature and size for each of the last five years. The bidder should have achieved a minimum financial turnover of at least Rs. 333.683 Lac in any one year in the last five years. The bidder should also have completed a minimum of 50% of the bridge length of the tender invited. The available bid capacity for construction work should be equal to or more than the total bid value, and the bidder should have an annual turnover certified by a Chartered Accountant for the last five financial years of civil works. The bidder should be able to invest a minimum of cash up to 10% as defined in the ITB. The bidder should provide proof of completion of similar works during the last 5 years, with a list of similar works in hand in the prescribed formats, duly signed by an officer not below the rank of Executive Engineer of the issuing Department. The bidder should also provide information on the current litigant cases, if any, and an affidavit for non-engagement of related persons and retired government personnel. The bidder should submit a list of works for which bids have already been submitted and proof of availability of major items of the contractor's machinery. The bidder should also submit a duly filled-in and digitally signed Bill of Quantity (BoQ) and an undertaking for the validity of the bid for 180 days. The bidder should provide a scanned copy of a certificate for availability of credit facility for 10% of the tendered/BoQ amount from any scheduled bank/nationalized bank in the prescribed format. The bidder should have executed a total monetary value of civil construction works for each of the last five years. The bidder should provide details of the technical personnel proposed to be employed for the Contract, having the qualifications defined in the bidding documents.
Costs
EMD
₹ 4,45,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_98027_1Bid Award Id
ViewTender No
EE/RDSD/PAL-05/24-25/RE-01Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Granular Sub-Base with Graded Material (Table:- 400-1)
By Mix in Place Method
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.
Rate per cum for grading-I Material
168.3
1437
241948.08
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Wet Mix Macadam (Plant Mix Method)
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.
110.83
1701
188532.91
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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.
738.85
80
59329.66
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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 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
738.85
12
9309.51
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Open-Graded Premix Surfacing
Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.
738.85
148
109645.34
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Seal Coat
Case-II : Type B
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.
738.85
54
39971.79
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
Stone/Boulder
75.87
1158
87887.81
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Excavation for strucutres 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.
Mechanical Means
150.4
57
8632.96
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Sand Filling in foundation trenches as per drawing & technical specification
13.6
567
7722.08
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
40.48
3376
136664.53
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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)
63.82
3458
220727.85
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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)
128.62
3468
446157.06
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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.
80
110
8840
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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
9.49
577
5479.53
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
PCC Grade M20
Height upto 5m
PCC Grade M20 using batching plant, transit mixer & concrete pump For Coping
3
4168
12504.6
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Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specifications, 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.
Ordinary soil
Manual Means
Depth 3 m to 6 m
1818.43
177
323316.85
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
240.26
3376
811141.79
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Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
150.09
4630
695051.78
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Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
797.41
5262
4196290.38
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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
68.98
87595
6042365.18
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Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
361
110
39890.5
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.
Granular material
527.4
639
337483.26
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
157.81
1645
259644.79
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.
20.53
9753
200235.25
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
73
1987
145094.8
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Drainage spouts complete as per Drawing and Technical Specifications.
16
817
13086.4
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications.
PCC Grade M15 using batching plant & concrete pump
8.32
3405
28334.59
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.
15.96
8647
138012.5
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Sand (Local) - 16 KM
713.75
372
265714.85
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Cement (Medininagar) - 54 KM
504.65
911
460139.87
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Boulder (Chattarpur) - 60 KM
287.55
1211
348269.06
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Aggregate (Chattarpur) - 60 KM
1696.43
1007
1709662.15
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Steel (Medininagar) - 54 KM
71.94
911
65594.89
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Bitumen (Bokaro) - 228 KM
1.58
2530
3997.4
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Bitumen Emulsion (Bokaro) - 228 KM
0.59
2530
1492.7
... More
GST @ 18%
18662206.35
-
3359197.14
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Labour cess @ 1%
22021403
-
220214.03
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