Rural Development Department Tender
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Technical
Technical
Financial
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = [ ( A x N x 2) - B ] where A = Maximum value of civil engineering works executed in any one year during the last five years. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes work completed as a prime contractor on construction works of a similar nature and volume over the last three years, with a value of at least 1.3 (in Rs. Lakhs). The bidder should have satisfactorily completed, as a prime contractor, at least 19.36 M length of single bridge work, which is a minimum of 50% of the bridge length of the tender invited. In case of Pile/Well foundation work, the bidder should have completed Well Sinking/piling of at least 87.10 M, which is 50% of the total pile length. The bidder should have a minimum financial turnover of at least Rs. 345.47 Lac in any one year. The bidder should provide proof of completion of similar works during the last 5 years, with a list of similar works in hand. The bidder should also have experience in works of similar nature and size for each of the last five years, with a total monetary value of civil construction works performed for each of the last five years. The percentage of similar works completed is mentioned as 50% of the bridge length of the tender invited and 50% of the total pile length. The value of similar works completed is at least Rs. 345.47 Lac. The bidder should provide evidence of experience in works of similar nature and size, along with certificates from the concerned officer of the minimum rank of Nodal/Executive Engineer or equivalent.
Costs
EMD
₹ 4,61,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_100206_1Tender No
RDSD/DMK/MMGSY/02/2025-26/RE-3Tender 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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Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
RCC Grade M25 RCC Grade M25 using batching plant & Concrete pump
206.55
4295
887297.49
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
40.66
87394
3553472.57
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Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
14.44
95570
1380042.35
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
Height upto 5m
34.73
4630
160831.16
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Height 5 to 10m
55.76
4782
266672.2
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
15
87744
1316173.5
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Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
161280
-
130636.8
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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.
28
110
3094
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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications
Sandy material
71.67
874
62682.58
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Providing and laying of filter media with granular materials/stones 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 drwaing and technical specification.
53.84
1645
88582.95
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RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.
For T-beam & slab, 25-35 per cent of (a+b+c) Height 5m to 10m
156
5495
857360.4
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
23.01
87893
2022436.34
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
21.78
10876
236890.17
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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.
91.52
1987
181905.15
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Drainage Spouts complete as per drawing and Technical specification
16
817
13086.4
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
PCC Grade M15 using batching plant & Concrete pump
5.73
3405
19514.3
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
16.49
8747
144247.92
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Strip Seal Expansion Joint
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
25.35
10290
260851.5
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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
176.4
1158
204341.76
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
88.2
1840
162340.92
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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
18.2
4168
75861.24
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Clearing and Grubbing road land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means:- In area of thorny jungle
0.1
88499
9159.7
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Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
607.24
129
78880.48
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Compacting Original ground
Compacting Original ground supporting sub-grade
Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
155.25
52
8166.15
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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
124.2
1437
178549.92
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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.
86.09
1701
146447.7
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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.
573.9
80
46084.17
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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.
573.9
12
7231.14
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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.
573.9
148
85166.76
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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.
573.9
54
31047.99
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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
25.4
1158
29423.36
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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
75.2
57
4316.48
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Sand Filling in foundation trenches as per drawing & technical specification
6.8
567
3861.04
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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.
20.24
3376
68332.26
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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)
31.9
3458
110329.34
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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)
64.3
3468
223043.84
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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.
40
110
4420
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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
0.46
577
265.6
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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
1.5
4168
6252.3
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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
345
57
19803
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Sand Filling in foundation trenches as per drawing & technical specification
23
567
13059.4
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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.
23
3376
77650.3
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant,transit mixer & Concrete pump
138.37
4378
605847.26
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
52.5
4630
243122.25
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
6.45
87394
563696.46
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
8.4
87744
737057.16
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Sand (Local) - 18 KM
538.42
421
226804.04
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Cement (Dumka) - 34 KM
400.2
725
290465.16
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Boulder (Dumka) - 69 KM
307.62
1350
415576.16
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Aggregate (Sarasdangal) - 69 KM
1309.09
1141
1494614.23
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Steel (Dumka) - 34 KM
111.35
725
80817.83
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Bitumen (Bokaro) - 203 KM
1.23
2297
2825.93
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Bitumen Emulsion (Bokaro) - 203 KM
0.46
2297
1056.85
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Add 18% for G.S.T.
1
3478500
3478500.1
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Labour Cess
1
228035
228035.01
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