Rural Development Department Tender
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Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes having completed at least 1.3 times the value of the tendered financial year as a prime contractor in the same name and style over the last three years. Specifically, the bidder should have completed at least 38.09 M length of single bridge work, with a minimum of 50% of the bridge length of the tender invited. In case of Pile/Well foundation work, the bidder should have completed at least 50% of the total pile length, with a specified value of 0.00 M. The bidder should also have a minimum financial turnover of at least Rs. 591.615 Lac in any one year. Additionally, the bidder should have satisfactorily completed, as a prime contractor, at least 38.09 M length of single bridge work, with a minimum of 50% of the bridge length of the tender invited, and in case of pile/well foundation work, completed at least 0.00 M (50% of the total pile length) of well sinking/piling work. The bidder is also required to 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 bidder should have achieved a minimum of 10% of the Tendered/BoQ Amount as a credit facility from any Scheduled bank/Nationalised bank.
Costs
EMD
₹ 7,89,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_99088_1Tender No
RDD/SD/BOKARO/53/2024-25/RETender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://www.jharkhand.gov.in/PDepartmentdepartment
GEM & Bid Advisory Services
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BOQ Items
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i) Ordinary rock (not requiring blasting)
1354.85
318
431926.18
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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.)
57.83
3376
195239.86
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Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications
882.67
4438
3917554.26
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Filling Annular Space Around Footing in Rock. (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.)
233.28
3376
787576.61
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
60.11
87394
5253563.61
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Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m)
252.84
4694
1186932.1
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Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications.(Height 5m to 10m)
119.11
4826
574908.24
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
79.37
87744
6964663.69
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
120
110
13260
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Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm 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.
158.86
1645
261372.36
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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
341.23
874
298439.76
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Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for solid slab) as per drawing and Technical Specification.
489.09
5284
2584596.11
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Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
27.85
87893
2447490.75
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
42.84
10876
465949.26
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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 to 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.
166.36
1987
330657.14
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Drainage Spouts complete as per Drawing and Technical Specification.
56
817
45802.4
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification.
5.25
3405
17879.61
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Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
15.75
8747
137774.7
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Filler Joint
Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
67.6
3698
250011.84
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
67.6
268
18177.64
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
67.6
181
12282.92
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
67.6
26
1811.68
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Excavation for structures (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.)
54.92
57
3152.41
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Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
82.37
3541
291746.3
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Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
35.99
1840
66243.19
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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)
71.99
1158
83393.22
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CONSTRUCTION OF APPROACH ROAD
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
29.4
154
4545.24
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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)
3688.62
129
479151.74
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Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
344.25
52
18107.55
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Granular Sub-Base with Graded Material (Shoulder) with Close Graded Material Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
57.38
1437
82489.49
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Granular Sub-Base (Carriageway) with Coarse Graded Material Gr-I
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
99.83
1437
143515.61
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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.
92.95
1701
158117.25
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Prime coat over WMM/WBM (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means)
573.75
80
46072.13
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Tack coat on Bituminus surfaces
(Providing and applying tack coat with bitumen emulsion on pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).
573.75
12
7229.25
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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.)
573.75
148
85144.5
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Seal Coat (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. (Case-II : Type B)
573.75
54
31039.88
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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
(2x2x25 Nos. = 100 Nos.)
100
545
54580
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CONSTRUCTION OF RCC RETAINING WALL
Earth work in excavation of foundation ( Depth upto 3 m ) 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.
247.95
57
14232.33
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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.)
18.23
3376
61546.3
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Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
71.61
4378
313530.06
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Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
35.39
4630
163887.55
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
4.43
87394
387333.75
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
5.37
87744
470751.39
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
45
110
4972.5
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CONSTRUCTION OF GUARD WALL
Earth work in excavation of foundation ( Depth upto 3 m ) 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.
207.84
57
11930.02
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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.).
34.64
3376
116948.1
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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
121.2
3458
419182.32
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Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
117.28
3468
406820.86
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Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
4.8
4168
20007.36
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Pointing with cement mortar (1:3) on stone work as per Technical specifications.
160
57
9238.4
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
40
110
4420
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DISMANTLING
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoling wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts of 1000 metres)
72
652
47001.6
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Dismantling Brick/ Tile work/ rubble masonary/pitching etc. (By Mechanical Means)
72
286
20613.6
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Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
Above 600 mm to 900 mm dia
176
796
140096
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CARRIAGE OF MATERIALS
Cement, Bokaro 10 Km.(P) + 0 Km (K) .
931.11
502
467975.89
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Steel, Bokaro 10 Km.(P) + 0 Km (K) .
184.13
502
92542.23
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Sand, Damodar 40 Km.(P) + 0 Km (K) .
1151.88
710
818065.18
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Chips, Jaina More 15 Km.(P) + 0 Km (K) .
2388.01
338
807624.98
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Boulder, Jaina More 15 Km.(P) + 0 Km (K) .
310.47
512
159044.47
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Aggregate, Jaina More 15 Km.(P) + 0 Km (K) .
315.77
357
112959.69
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Bitumen , Bokaro 13 Km.(P) + 0 Km (K) .
1.75
530
928.38
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Add. 18% GST
33093541.13
-
5956837.4
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Add. 1% Labour Cess
39050378.53
-
390503.79
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