Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Rcc Bridge From Gunathpur To Adampur Via Sudhani Kota Kasva. in Patna, Bihar, with an estimated contract value of Rs. 7,65,30,457. The bid opening date for this tender is 01-05-2025 and the last date for bid submission is 09-05-2025. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The bidder should have work experience as a prime contractor, in the same name and style, or as a subcontractor on construction works of similar nature and value over the last five years. The bidder should provide certificates from the concerned officer, not below the rank of Executive Engineer or equivalent, for the work performed. The total monetary value of turnover and civil construction works performed for each of the last five years should be provided. The bidder should have completed works of a value equal to a certain amount, which is not explicitly mentioned. However, it is mentioned that the bidder's experience will be evaluated based on the value of works completed during the last five financial years, updated to the current price level. The maximum value of civil engineering works executed in any one year during the last five financial years should be updated to the price level of the current financial year. The bidder's performance will be evaluated based on the number of years prescribed for completion of construction of road bridges. In terms of subcontracting, the bidder should provide proposals for subcontracting components of the construction of road/bridge, aggregating to not more than 25 percent of the contract price. The bidder should also provide evidence of access to lines of credit and availability of other financial resources, facilities certified by a banker, up to a certain percentage of the contract price of works during the implementation of the works, but the exact percentage is not specified. The bidder's existing commitments and ongoing works to be completed during the period of completion of the construction of the road bridge should be evaluated, but the exact values and percentages are not specified. The bidder should have a minimum amount of work experience, but the exact amount is not specified.
Costs
EMD
₹ 15,30,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140558_1Bid Award Id
ViewTender No
MGSY/24-25/Barsoi/02Tender Authority
Rural Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 specification
-
-
-
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Maintainance for 1st year
1
83738
83738
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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 scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete
27
656
17730.09
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R.C.C. grade M-40 in Substructure complete as per Dwg & Tech Specification ii) From 5m upto 10m height (Using Concrete Mixer)
19.44
10094
196235.52
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Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
19.52
14075
274752.78
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 . Balance quantity
7990.7
241
1928635.35
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Providing weepholes in brick masonry/stone 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 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
132
143
18963.12
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Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load b) Routine pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total).
1
125000
125000
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
242.21
4091
991026.44
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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC M-35
410.16
10780
4421766.79
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Tack coat :- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
1121.34
19
21585.8
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Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 60% of Excavated material
510.94
302
154794.38
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
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Providing and Constructing Temporary Island 8 m diameter for Construction of Pile Foundation. Assuming depth of water 4.0 m and height of island 4.5 m.
4
474525
1898100.56
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primer coat :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
1121.34
56
62817.47
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GST @ 18% (IN CONS COST& L.C1%& S.F10%) =
1
11556071
11556071.28
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(III)Providing & Fixing of LOGO of "Citizen Information Board"
1
9500
9500
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Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 900 mm equilateral & triangle , OR
2
2122
4244.32
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
569.95
4373
2492414.15
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
62.82
73634
4625736.25
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Providing Steel Liner 6 mm thick as per Detailed Drawing.
13.43
90773
1219085.82
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
30
48594
1457832.9
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
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Seigniorage Fee
1
13366
13366.59
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Maintainance for 4th year
1
149009
149009
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Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified .
208.96
5988
1251275.47
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Providing & Fixing 20 mm thk compressible fiber board in expansion joint complete as per drawing and specification
50.7
291
14780.06
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
94.42
4218
398303.22
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Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
1888.38
241
455779.4
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Construction of Subgrade and Earthen Shoulders
884.6
251
222680.36
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R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification. Pile Cap in RCC M-35
479.2
9298
4455956.21
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Road Marking On
58.63
830
48676.97
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Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. II. PCC Grade M-15 (Levelling Course)
43.74
8117
355062.95
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LABOUR CESS @ 1 % (IN LACS) =
1
630445
630445.54
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Seigniorage Fee
1
525395
525395.62
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
37.98
71857
2729129.24
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Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20
-
-
-
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Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
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Maintainance for 2nd year
1
105495
105495
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Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Upto 3m depth
851.57
412
351102.31
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
58.77
16722
982798.96
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification ii) From 5m upto 10m height (Using Concrete Mixer)
86.23
9839
848449.74
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(I)Providing and Fixing 'Logo' of PMGSY Project Or Maintenance Board
2
7500
15000
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Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.31
73254
22708.86
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification i) Upto 5m height (Using Concrete Mixer)
149.37
9758
1457680.92
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material
171.28
933
159823.08
... More
Dismantling of Reinforced Concrete Pile head complete as per Drqwing and Technical Specification
44.64
1494
66695.73
... More
GST @ 18% (IN MAINS COST& L.C1%& S.F10%) =
1
118078
118078.56
... More
Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings 1.2 m Dia Pile
1
150000
150000
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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. II. 1200 mm Dia
840
19146
16083354
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
40
1198
47924.8
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Providing & Fixing 20 mm thk Premoulded filler joint in expansion joint for fixed ends of simply supported span not exceding 10m to cater for the horizontal movement up to 20mm covered with selant complete as per drawing and specification
50.7
338
17147.25
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
180.87
4189
757838.07
... More
LABOUR CESS @ 1 % (IN LACS) =
1
6362
6362.62
... More
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
9780
495873.89
... More
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 scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Reinforced Cement Concrete
60.48
1641
99274.9
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 specification
-
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading 3 (By Mechanical Means)
168.2
5294
890593.77
... More
Maintainance for 5th year
1
170767
170767
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7686
68177.21
... More
Maintainance for 3rd year
1
127253
127253
... More
Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. Dry Brick Pitching or Brick Soling, Masonry work
222.78
308
68792.24
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Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
62.95
7379
464511.83
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