Rural Development Department Tender
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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. Specifically, they should have: * Completed at least 52.93 M Length of single bridge work (with a minimum of 50% of the bridge length of the tender invited) as a prime contractor.
* In case of Pile/Well foundation work, they should have completed Well Sinking/piling of at least 0.00 M (50% of Total Pile Length).
* Completed work as a prime contractor in the same name and style over the last three years, with a value of at least 1.3 (in Rs. Lakhs).
* Achieved a minimum financial turnover of at least Rs. 809.82 Lac (one and a half times the estimated cost of the project) in any one year.
* The bidder should have a minimum of 10% of the Tendered/BoQ Amount as a credit facility from any Scheduled bank/Nationalised bank. The percentage of similar works completed is mentioned as at least 50% of the bridge length of the tender invited. 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 provide details of works in progress or contractually committed, and the total monetary value of civil construction works performed for each of the last five years.
Costs
EMD
₹ 10,80,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_99053_1Tender No
RDD/SD/BOKARO/02/24-25/GR02/RETender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://www.jharkhand.gov.in/PDepartmentdepartment
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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i) Ordinary rock (not requiring blasting)
1179.98
318
376177.62
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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.)
54.92
3376
185415.41
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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
838.34
4438
3720804.42
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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.)
379.55
3376
1281398.76
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
48.09
87394
4202728.54
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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)
243.2
4694
1141678.08
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
85.16
87744
7472531.17
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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.
94
110
10387
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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.
268.81
1645
442273.09
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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
355093.2
-
287625.49
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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
573.44
874
501530.62
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Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30 using batching plant, transit mixer and concrete pump) in super-structure (for T-beam & slab) as per drawing and Technical Specification.(Height 5m to 10m)
371
5495
2038978.9
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Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
58.33
87893
5126933.25
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
59.5
10876
647151.75
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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.
134.96
1987
268246.5
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Drainage Spouts complete as per Drawing and Technical Specification.
42
817
34351.8
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification.
10.5
3405
35759.22
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Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
31.5
8747
275549.4
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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.)
76.05
10290
782554.5
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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.)
80.42
57
4616.11
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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
120.64
3541
427294.82
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Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
38.6
1840
71047.16
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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)
77.21
1158
89440.06
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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.)
35.28
154
5454.29
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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)
8719.72
129
1132691.63
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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.)
690.75
52
36333.45
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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.
115.13
1437
165510.89
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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.
186.5
1437
268112.4
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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.
172.69
1701
293762.96
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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)
1151.25
80
92445.38
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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).
1151.25
12
14505.75
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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.)
1661.85
148
246618.54
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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)
1661.85
54
89906.09
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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.
935.25
57
53683.35
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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.)
60.75
3376
205098.08
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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.
238.5
4378
1044224.55
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Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
113.75
4630
526764.88
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
10.56
87394
923238.67
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
18.81
87744
1650218.33
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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.
150
110
16575
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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.
753.3
57
43239.42
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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.).
111.6
3376
376772.76
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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
452.09
3458
1563598.47
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Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
418.5
3468
1451692.8
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Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
14.4
4168
60022.08
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Pointing with cement mortar (1:3) on stone work as per Technical specifications.
540
57
31179.6
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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.
120
110
13260
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CONSTRUCTION OF H.P. CULVERT
Earth work in excavation for 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
100.32
57
5758.37
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
29.52
3376
99662.47
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Stone Masonry Work in Cement Mortar 1:3 in Founation complete as per Drawing and Technical Specifications.
Random Rubble masorny coursed/uncoursed)
81.09
3458
280457.87
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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 . )
1000 mm dia (Single row)
37.5
6388
239583.75
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
109.14
57
6301.74
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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)
50.4
652
32901.12
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Reinforced Cement Concrete Grade M-20 & above
75.6
887
67057.2
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Dismantling Brick/ Tile work/ rubble masonary/pitching etc. (By Mechanical Means)
41.25
286
11809.88
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CARRIAGE OF MATERIALS
Cement, Bokaro 80 Km.(P) + 0 Km (K) .
1137.64
1153
1312381.5
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Steel, Bokaro 80 Km.(P) + 0 Km (K) .
229.42
1153
264660.07
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Sand, Konar River 15 Km.(P) + 0 Km (K) .
1569.04
338
530649.33
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Chips, Narki 25 Km.(P) + 0 Km (K) .
2939.97
487
1431765.39
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Boulder, Narki 25 Km.(P) + 0 Km (K) .
1028.89
667
686866.39
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Aggregate, Narki 25 Km.(P) + 0 Km (K) .
517.22
519
268721.65
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Bitumen , Bokaro 80 Km.(P) + 0 Km (K) .
4.6
1153
5306.56
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Hume Pipe , Bokaro 80 Km.(P) + 0 Km (K) .
37.5
1004
37680
... More
Add. 18% GST
45299300.71
-
8153874.13
... More
Add. 1% Labour Cess
53453174.84
-
534531.75
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