Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Construction Of Rcc H.l. Bridge In Barawan To Bibipur Road To Kosiyawan in Patna, Bihar, with an estimated contract value of Rs. 3,53,94,122. The bid opening date for this tender is 30-04-2025 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.
Additional Eligibility
Additional Eligibility
Jv Eligibility
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Bids from joint ventures are allowed for the total tender value more than Rs. 10 crore.
Costs
EMD
₹ 7,07,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140475_1Bid Award Id
ViewTender No
MGSY/24-25/Jehanabad/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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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
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-
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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
0.19
73254
13918.33
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
16
5080
81290.08
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1.2 m Dia Pile (2% of piles in total).
1
150000
150000
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
151.54
6280
951774.25
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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.
181419.6
-
157835.05
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SUBSTRUCTURE
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-
-
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APPROCH ROAD
-
-
-
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Total Cost for 1st Year Maintenance Work
1
30322
30322
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1% LABOUR CESS
1
2492
2492.24
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Construction Of RCC H.L. Bridge In Barawan To Bibipur Road To Kosiyawan
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-
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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.
4
9793
39174.4
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PROTECTION WORK
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-
-
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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.
734.95
248
182936.4
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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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-
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RCC M-35
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-
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SEIGNOIRAGE FEE
1
992
992.22
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H.L. BRIDGE WORK
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-
-
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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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II. PCC Grade M-15 (Levelling Course for Pile Cap)
23.98
4942
118525.47
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
188.88
3018
570189.06
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Total Cost for 4th Year Maintenance Works
1
40948
40948
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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
9805
166397.13
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FOUNDATION
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-
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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
156
166
25950.6
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18% GST
1
45487
45487.53
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R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
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-
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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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-
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SUPERSTRUCTURE
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-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
30.74
6422
197419.35
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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.)
25.35
12600
319431.29
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Providing and laying of PCC M15 in Open Foundation.
-
-
-
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WBM Grading 2:- 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 2 as per Technical Specification Clause 405.
67.84
3557
241344.87
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1% LABOUR CESS
1
291701
291701.88
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Granular Sub-base with Well Graded Material (Table 400.1) Grading I -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.
38.54
1828
70454.97
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I) Sandy Material
176.78
2071
366144.97
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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
36.08
4058
146432.12
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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
20.75
68693
1425384.52
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GSB (G-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.
120.61
1828
220487.14
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Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
25.35
454
11517.01
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
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-
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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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-
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MSS:- 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
904.5
197
178937.24
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Total Cost for 3rd Year Maintenance Works
1
68502
68502
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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 .
4710.21
245
1157015.98
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Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
7.81
92578
723040.51
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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
1
83629
83629.59
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DIVERSION
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-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
11.86
6411
76042.17
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900 mm side octagon
2
9110
18221.26
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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 .
753.72
245
185143.78
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Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
30
7097
212934.6
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Total Cost for 5th Year Maintenance Works
1
75664
75664
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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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-
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I. Ordinary Soil
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-
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Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
22.5
68480
1540815.53
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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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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
87.92
1660
145999.07
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18% GST
1
5353492
5353492.55
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Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
305.69
5986
1829933.71
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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
24.73
11444
283029.16
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TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
904.5
18
17049.83
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Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
75
1000
75000
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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
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II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
122.4
7130
872769.53
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Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
67.84
2554
173278.96
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Excavation for Structures
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-
-
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i) Upto 3m depth
664.29
412
273886.77
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ii) 3m to 6m depth
98.37
489
48162.94
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900 mm x 300 mm,Hazard Marker
4
4598
18393.32
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Type - A, "W" : Metal Beam Crash Barrier:-
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
160
3178
508500.8
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SEIGNOIRAGE FEE
1
279735
279735.9
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1.2 m Dia Pile
1
350000
350000
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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
4942
35389.59
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Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
248.1
116
28903.65
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
523.03
2810
1469724.76
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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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-
-
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Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
25.35
167
4250.18
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II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
534
13978
7464428.22
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Total Cost for 2nd Year Maintenance Works
1
33788
33788
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1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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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
96.83
2772
268487.32
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900 mm equilateral & triangle
2
5798
11597.2
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Miscellaneous Work
-
-
-
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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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b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
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