Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Mrl06-nara Nadi Bridge To Khatauri Construction Of Rcc H.l Bridge At Ch-9 750 Km In Nara Nadi Bridge To Khatauri Road in Patna, Bihar, with an estimated contract value of Rs. 3,01,05,722. The bid opening date for this tender is 29-04-2025 and the last date for bid submission is 05-05-2025. 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: Assessed Available Bid Capacity = ( A*N*M - 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 M = 2 or such higher figure not exceeding 3 as may be specified 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.
Technical Capacity
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The required prior work experience for the bidder includes a Degree Holder in Civil Engineering with 15 years and above experience in Road Works, and a Diploma Holder in Civil Engineering with 5+ years experience in Road Works. Additionally, for field testing laboratory, 1 No. experience with a minimum of 5 years is required. The value and percentage of similar works completed are not explicitly mentioned. However, the bid security amount is Rs. 6.22 Lakh, which is 2 percent of the estimated value of the works. The bidder can subcontract components of the works for construction/up-gradation, aggregating to not more than 25 percent of the Contract Price. The bidder's financial standing requires 10 percent of the contract value certified by a banker. The bidder should have prior work experience as a prime contractor or sub-contractor on construction works of a similar nature and volume over the last five years. The total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited should be provided, with a certificate from a Chartered Accountant, with values mentioned in Rs. In lakhs, for each of the five years.
Costs
EMD
₹ 6,02,114Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140439_1Bid Award Id
ViewTender No
BR37P3R25Tender Authority
Rural Works Department ViewPurchaser Address
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BOQ Items
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Excavation for Structures
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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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i) Upto 3m depth
245.26
412
101120.7
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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
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-
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PCC Grade M-15 (Levelling Course for Pile Cap)
14.58
7887
115005.14
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R.C.C. grade M 35 in Pile Cap Foundation complete as per Dwg & Tech Specification.
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-
-
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Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
159.74
8993
1436676
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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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1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
252
17013
4287328.92
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
40.98
68282
2798226.28
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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
0.46
92594
42593.25
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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
23.9
4058
96999.11
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Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
50
1000
50000
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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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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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1.2 m Dia Pile
1
350000
350000
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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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-
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1.2 m Dia Pile (2% of piles in total).
1
150000
150000
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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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-
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1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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SUBSTRUCTURE
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-
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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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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
87.88
9428
828548.46
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
3.04
9544
29013.94
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R.C.C. grade M-40 in Substructure complete as per Dwg & Tech Specification
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-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
5.17
9678
50035.93
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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
11.31
68495
774688.74
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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.
6
48594
291566.58
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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
233
30783.72
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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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Sandy Material
219
4344
951509.01
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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
84.89
4833
410354.86
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SUPERSTRUCTURE
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-
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Providing and laying RCC Grade M-35 in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
152.1
10228
1555678.8
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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
30.55
68708
2099043.45
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Crash Barriers for Bridge (Height 950 mm) as per details given IRC-5 (fig.-3 ) (Surface Area 0.514 sqm. For 1 meter length ) M 40 grade concrete &HYSD steel reinforcment
72.16
4167
300731.85
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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
72.16
3420
246793.69
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
8
5080
40645.04
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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.
8.93
7887
70438.68
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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
12819
250236.25
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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
40.59
14456
586769.04
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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.)
16.9
12600
212954.2
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Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
16.9
454
7678.01
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Providing and fixing in position 20 mm thick Premoulded Joint 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.
16.9
167
2833.45
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PROTECTION WORK
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-
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
229.52
5030
1154664.63
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
113.62
5079
577187.33
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Miscellaneous Work
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-
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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
203.97
116
23762.51
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APPROCH ROAD
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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
0.18
73254
13185.79
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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 .
4840.88
245
1189113.76
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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.
876.7
248
218219.4
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GSB :- 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.
196.34
3662
719146.3
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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.
138.15
6599
911774.8
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WBM Grading 3:- 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.
69.08
6197
428099.91
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PRIME 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.
921
55
51437.85
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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.
921
19
17683.2
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Premix Carpet :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or C Type C as per Technical Specification Clause 508.
921
268
247177.98
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Seal Coat (Type B):- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
921
83
77308.74
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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
10629
42518.64
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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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900 mm equilateral & triangle
2
6170
12340.36
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900 mm side octagon
2
9110
18221.26
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900 mm x 300 mm,Hazard Marker
4
4598
18393.32
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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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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
240
3178
762751.2
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1% LABOUR CESS
1
247824
247824.12
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SEIGNOIRAGE FEE
1
208411
208411.55
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18% GST
1
4542956
4542956.45
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Total Cost for 1st Year Maintenance Work
1
13018
13018
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Total Cost for 2nd Year Maintenance Works
1
16747
16747
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Total Cost for 3rd Year Maintenance Works
1
81867
81867
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Total Cost for 4th Year Maintenance Works
1
24572
24572
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Total Cost for 5th Year Maintenance Works
1
134803
134803
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1% LABOUR CESS
1
2710
2710.07
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SEIGNOIRAGE FEE
1
991
991.94
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18% GST
1
49447
49447.63
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