Rural Development Department Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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A specific class of contractor in Rural Works Department (RWD)/RCD, Govt. of Jharkhand, Public undertaking or any other State Govt./Central Govt. Department, as mentioned in the NIT, though the exact class is not specified.
Bid Capacity
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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. Alternatively, Bid Capacity = 10% of the contract/BoQ price of works.
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 1.3 times the work as a prime contractor in the same name and style over the last three years from the tendered financial year.
* Completed at least 44.74 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, completed at least 119.40 M (50% of the total pile length) of Well Sinking/piling work. The value of similar works completed is not explicitly mentioned, but the bidder should have achieved a minimum financial turnover of at least Rs. 583.40 Lac (one and a half times the estimated cost of the project) in any one year. The percentage of similar works completed is 50% of the bridge length of the tender invited and 50% of the Total Pile Length, respectively. The bidder should provide proof of completion of similar works during the last 5 years, with a list of similar works in hand, and provide details of works in progress or contractually committed. The bidder should also provide the total monetary value of civil construction works performed for each of the last five years in terms of Rs. In Lakhs.
Costs
EMD
₹ 7,78,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_99456_1Bid Award Id
ViewTender No
RDD/SD/SIMDEGA/03/2024-25/Gr 03 (3rd Call)Tender Authority
Rural Development Department ViewPurchaser Address
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Documents
BOQ Items
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Levelling course (PCC M15) for Pile cap
27.7
3405
94335.12
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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.
159.75
1701
271750.73
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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
116.64
3458
403411.1
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Aggregate,BARASLOYA 84 Km.(P) + 1 Km (K) .
454.63
1511
687105.05
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Providing Steel liner 10 mm thick for Curbs and 6mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 47.1 kg/sqm.
21.31
95570
2036422.61
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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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Sand,SANKH RIVER 39 Km.(P) + 1 Km (K) .
780.68
729
569427.99
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Bitumen ,Bokaro 278 Km.(P) + 2 Km (K) .
6.46
3037
19622.9
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Bored Cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter - 1200mm).
238.8
8162
1949300.52
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
62.75
87394
5483586.73
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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.)
30.96
3376
104524.06
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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.
106.5
1437
153104.4
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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
190.67
874
166759.98
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CARRIAGE OF MATERIALS Cement,SIMDEGA 24 Km.(P) + 1 Km (K) .
658.25
654
430561.33
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Protective Work 1(Guard Wall):120 M 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.
217.8
57
12501.72
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Drainage Spouts complete as per Drawing and Technical Specification.
24
817
19629.6
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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.)
1793.1
148
266096.04
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Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification.
382
5495
2099433.8
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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 MoRTH specifications complete including all accessrories as per drawing and Technical Specifications.
322560
-
261273.6
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PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
5.29
3405
18015.84
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GST @ 18%
32633787.05
-
5874081.67
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Protective Work 1(RCC Retaining Wall):48 M 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.
474.72
57
27248.93
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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 MoRTH 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.
101.32
1645
166701.8
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Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.
43.56
3376
147062.92
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Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
7.2
4168
30011.04
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Cement concrete for reinforced concrete M-25 in pile cap complete as per drawing and Technical Specification
300.18
4295
1289513.24
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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.
60
110
6630
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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 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
524.06
154
81019.68
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
8.05
87744
706346.45
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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.)
42.25
10290
434752.5
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Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
58.8
4630
272296.92
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
26.3
87744
2307954.1
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Construction of Embankment 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)
Rolling with Vibratory roller
2153.51
129
279740.95
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.
50.31
10876
547196.72
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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)
1793.1
54
97006.71
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Labour cess @ 1%
38507868.71
-
385078.69
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Granular Sub-Base with Graded Material (Carriageway) 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.
172.53
1437
248029.13
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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)
1065
80
85519.5
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Boulder,KOLEBIRA 84 Km.(P) + 1 Km (K) .
207.84
1619
336530.37
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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.
72
110
7956
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Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
232.74
4630
1077795.67
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
5.19
87394
453142.04
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Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
56.68
87893
4982172.16
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Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.44
8747
135062.94
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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.
192.96
1987
383527.3
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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).(in Two Layers)
1065
12
13419
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Pointing with cement mortar (1:3) on stone work as per Technical specifications.
150
57
8661
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Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
119.88
4378
524870.6
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Chips,BARASLOYA 84 Km.(P) + 1 Km (K) .
1698.2
1399
2375781.8
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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.
66
110
7293
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Steel,SIMDEGA 24 Km.(P) + 1 Km (K) .
188.3
654
123163.76
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