Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Feb 2025
Closing Soon6 Mar 2025
Tender Amount₹ 4,70,88,557
Technical
Technical
Financial
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 over the last three years. Specifically, the bidder should have satisfactorily completed at least 48.42 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 50% of the Total Pile Length. The bidder should also have executed works outside of Jharkhand State. The value of similar works completed is mentioned as 1.3 (in Rs. Lakhs), but the percentage is not specified in this context. However, it is mentioned that the bidder should have completed at least 50% of the bridge length of the tender invited and 50% of the Total Pile Length for Pile/Well foundation work. The bidder should have achieved a minimum financial turnover of at least Rs.706.33 Lac (One and a half times the estimated cost of the project) in any one year in the last five years. The bidder must provide proof of completion of similar works during the last 5 years and submit a list of similar works in hand in the prescribed formats.
Costs
EMD
₹ 9,42,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_98951_1Tender No
RDD/SD/CHAIBASA/12/24-25(2nd Call)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Filling Annular Space around footing in rock
26.22
3376
88521.34
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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.
38.86
3376
131195.25
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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
501.12
4378
2194053.7
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
37
87394
3233607.6
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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 Sub-Total For Upto 5 m=
190.88
4630
883946.19
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Sub-Total For 5 m to 10 m=
213.73
4782
1022163.73
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
53.02
87744
4652234.6
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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
403200
-
326592
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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.
170
110
18785
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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications
Sandy material
430.71
874
376698.97
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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.
172.82
1645
284340.75
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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
390
5495
2143401
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
57.52
87893
5055651.38
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
54.45
10876
592225.43
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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.
207.68
1987
412784.77
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Drainage Spouts complete as per drawing and Technical specification
40
817
32716
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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
19514.32
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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.
50.7
10290
521703
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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
216
1158
250214.4
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
108
1840
198784.8
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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
27.07
4168
112833.17
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APPROACH ROAD PART 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
0.25
88499
22124.88
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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.
12964.46
129
1684083.35
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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.
369
52
19409.4
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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
295.2
1437
424379.52
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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.
190.14
1701
323447.15
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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.
1267.6
80
101788.28
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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.
1267.6
12
15971.76
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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.
1267.6
148
188111.84
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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.
1267.6
54
68577.16
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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
371.08
1158
429859.07
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RETAINING WALL 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
690
57
39606
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Sand Filling in foundation trenches as per drawing & technical specification
46
567
26118.8
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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.
46
3376
155300.6
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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
276.75
4378
1211694.53
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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
105
4630
486244.5
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
12.9
87394
1127392.92
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
16.8
87744
1474114.32
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BOX CULVERT 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
429
57
24624.6
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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.
56.54
3376
190884.69
... More
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
48.03
4630
222422.13
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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
124.64
5262
655905.54
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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
12.51
87595
1095824.71
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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.
154
110
17017
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.
Granular material
198.07
639
126744.99
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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.
70.77
1645
116437.88
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.
6.19
9753
60372.93
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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.
22
1987
43727.2
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Drainage spouts complete as per Drawing and Technical Specifications.
2
817
1635.8
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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
8.71
3405
29662.78
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.
16.7
8647
144411.58
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CARRIAGE PART Sand (Local) - 22KM (P), 1KM (K).
1090.08
476
519357.72
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Cement (Chaibasa) - 32KM (P), 1KM (K).
834.91
728
608231.94
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Boulder (Nowamundi) - 78KM (P), 1KM (K).
587.08
1526
896054.33
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Aggregate (Nowamundi) - 78KM (P), 1KM (K).
2948.18
1309
3861290.31
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Steel (Chaibasa) - 32KM (P), 1KM (K).
198.74
728
144782.09
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Bitumen (Bokaro) - 202KM (P), 0KM (K).
2.71
2288
6201.02
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Bitumen Emulsion (Bokaro) - 202KM (P), 0KM (K).
1.01
2288
2311.08
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G.S.T @ 18%
39510451.56
-
7111881.28
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Labour Cess 1%
46622332.84
-
466223.33
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