Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Construction Of A Bridge From Chhapra Gachh To Jabra Paharpur South Tola in Patna, Bihar, with an estimated contract value of Rs. 8,06,35,765. 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
₹ 16,12,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140559_1Bid Award Id
ViewTender No
MGSY/24-25/Barsoi/03Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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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
0.93
73254
68126.57
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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.
8.87
6679
59243.08
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Mix Seal Surfacing:- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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
4207.5
251
1059785.1
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GST @ 18% (IN CONS COST& L.C1%& S.F10%) =
1
12013178
12013178.76
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Plain cement concrete PCC M 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109
7.16
7070
50624.99
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Maintainance for 3rd year
1
306133
306133
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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
260.93
9696
2530058.17
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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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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
1979
3958.78
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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
33.58
71590
2404008.32
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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
42.82
15592
667681.13
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.94
73368
215702.6
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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)
59.28
8755
519002.33
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Maintainance for 4th year
1
383705
383705
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Maintainance for 5th year
1
461277
461277
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Maintainance for 1st year
1
150987
150987
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Plain cement concrete PCC M 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109
32.28
7070
228236.71
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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
147.96
933
138062.96
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(III)Providing & Fixing of LOGO of "Citizen Information Board"
1
9500
9500
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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.
447.06
412
184322.84
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
32
1198
38339.84
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Providing & Fixing 20 mm thk compressible fiber board in expansion joint complete as per drawing and specification
42.25
291
12316.72
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
142.94
3403
486471.99
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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
908.82
3252
2955955.23
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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 .
152.24
5591
851295.63
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LABOUR CESS @ 1 % (IN LACS) =
1
15306
15306.63
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Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
43.61
7444
324672.96
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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
42.25
338
14289.37
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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
43.57
73368
3196653.78
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Providing and laying reinforced cement concrete (M25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
34.53
8160
281768.25
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Seigniorage Fee
1
49736
49736.04
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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
126
141
17840.34
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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.
4207.5
19
80741.93
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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. Reinforced Cement Concrete
-
-
-
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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
399.34
8214
3280358.46
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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
120
141
16990.8
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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)
631.13
4363
2754093.54
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
-
-
-
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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)
36.45
7070
257720.82
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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
9780
413228.24
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
50.4
3555
179185.1
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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
696
17957
12498649.68
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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.
4207.5
55
234820.58
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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)
21.87
9010
197051.76
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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
730.58
412
301218.13
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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
-
-
-
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(I)Providing and Fixing 'Logo' of PMGSY Project Or Maintenance Board
2
7500
15000
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Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
135.63
7444
1009754.5
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LABOUR CESS @ 1 % (IN LACS) =
1
654729
654729.59
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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
-
-
-
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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
1335.36
241
322302.49
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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
31461.65
241
7593583.84
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Maintainance for 2nd year
1
228561
228561
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25
79.47
7826
621941.76
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
93.66
3431
321420.51
... 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
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
145.41
933
135683.53
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
6.06
15592
94492
... More
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
82.8
3431
284151.38
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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)
118.85
8674
1030972.64
... More
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.
308.57
412
127223.41
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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
3423.12
251
861702
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
474.9
3555
1688392.97
... More
Seigniorage Fee
1
612193
612193.44
... More
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
220
830
182652.8
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GST @ 18% (IN MAINS COST& L.C1%& S.F10%) =
1
287227
287227.08
... More
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
44.51
7260
323161.74
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
7.68
71590
549814.89
... More
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.
3
474525
1423575.42
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
29.4
2962
87101.03
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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.
24
48594
1166266.32
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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
12981
253403.37
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
1198
14377.44
... More
Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
107.49
7444
800254.45
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Providing Steel Liner 6 mm thick as per Detailed Drawing.
16.07
90773
1458727.41
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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
438.35
302
132802.52
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