Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Construction Of Bridge Near Kurma Madrsa At
marchni River in Patna, Bihar, with an estimated contract value of Rs. 3,89,93,853. 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
Bid Capacity
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The formula for bid capacity is partially found as Assessed Available Bid capacity = ANMB, where AM is the Maximum value of civil engineering works executed in any one year during the last five financial years, updated to the price level of the current financial year. However, the full formula is not specified.
Technical Capacity
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The bidder should have prior 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 cutoff date for experience certificates for similar work is the last date of the month before the last date of receipt of tender. 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. There is no specific percentage of similar works completed mentioned. However, for subcontracting, the bidder can propose to subcontract components of the construction of road/bridge, aggregating to not more than 25 percent of the Contract Price.
Costs
EMD
₹ 7,79,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140509_1Bid Award Id
ViewTender No
MGSY/24-25/Banka-2/03Tender Authority
Rural Works Department ViewPurchaser Address
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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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Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
982
23582.64
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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
-
-
-
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APPROCH ROAD
-
-
-
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GST 18%
1
5917442
5917442.44
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
20
7230
144603.4
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
33.31
14579
485650.14
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Total Cost for 1st Year Maintenance Work
1
20264
20264
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
6.07
6819
41392.73
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RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
-
-
-
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Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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.
165.24
2567
424309.88
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b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
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R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
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-
-
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I) Sandy Material
141.33
945
133556.85
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FOUNDATION
-
-
-
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II. PCC Grade M-15 (Levelling Course for Pile Cap)
30.25
5733
173447.15
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Pile Cap in RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
385.55
6414
2472979.39
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c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
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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
0.05
73254
3662.72
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Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
765
237
182001.15
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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
-
-
-
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Supplying, fitting and placing TMT bar (Fe500D) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
25.87
71042
1837860.68
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RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
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-
-
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PROTECTION WORK
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-
-
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Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 225.00 per m for service Road.
51.33
4015
206138.2
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1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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1.2 m Dia Pile (2% of piles in total).
1
125000
125000
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LABOUR CESS 1%
1
323259
323259.57
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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 .
3615
283
1026406.95
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i) Upto 3m depth
698.68
412
288065.76
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
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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
16.97
11539
195822.43
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a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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.
40
778
31134
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Excavation for Structures
-
-
-
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Construction of Subgrade and Earthen Shoulders
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.
158.25
287
45449.4
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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.
765
18
14198.4
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I. Ordinary Soil
-
-
-
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Total Cost for 3rd Year Maintenance Works
1
26666
26666
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LABOUR CESS 1%
1
1329
1329.68
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GST 18%
1
30772
30772.43
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Informatiry Sign Board
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
3
11231
33693.93
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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.
7.16
5580
39953.16
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SEIGNOIRAGE FEE 10%
1
36660
36660.28
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Providing and laying filter media with granular crushed aggregates (Jhama Metal) 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
76.56
2940
225130.04
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
114
2932
334283.34
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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
176.06
6731
1185107.4
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Total Cost for 2nd Year Maintenance Works
1
23285
23285
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
31.12
72686
2261989.56
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Granular Sub-base with Well Graded Material (Table 400.1) Grading II -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.
42.19
2567
108337.17
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Supplying, fitting and placing TMT bar (Fe500) reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
89.23
70826
6319842.35
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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.
-
-
-
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Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth @ Rs. 5526.00 for each Island.)
2
46954
93908.76
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SUBSTRUCTURE
-
-
-
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Total Cost for 4th Year Maintenance Works
1
29806
29806
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SUB HEAD : DIVERSION
-
-
-
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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 accessories as per drawing and Technical Specifications.
463320
-
403088.4
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Deck Slab (1x36x1.8x0.4)
25.92
1654
42890.34
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Total Cost for 5th Year Maintenance Works
1
32947
32947
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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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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
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SEIGNOIRAGE FEE 10%
1
225463
225463.17
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
8.92
6911
61649.96
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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
139
18386.28
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Dismantling of Structures
-
-
-
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II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
183.6
7719
1417235.94
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Prime Coat (Low porosity)
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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
765
53
41210.55
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1.2 m Dia Pile
1
150000
150000
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WBM Grading 3 (By Manual Means) 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.
57.38
3726
213854.11
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
434.43
2958
1285122.14
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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 .
1125
283
319421.25
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Abt & Pier Wall (14x4.2x3.5x0.40)
82.32
1654
136216.55
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Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
269
612
164628
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II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
584
14866
8682100.24
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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.
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-
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