Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Mgsy/24-25/jhajha/06 in Patna, Bihar, with an estimated contract value of Rs. 6,19,14,772. 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 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 for the total monetary value of turnover and civil construction works performed for each of the last five years. No specific percentage of similar works completed or amount is mentioned.
Costs
EMD
₹ 12,38,300Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140522_1Bid Award Id
ViewTender No
MGSY/24-25/Jhajha/06Tender 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 and laying of PCC M15 levelling course 100mm thick below the pile cap.II. PCC Grade M-15 (Levelling Course for Pile Cap)
42.79
6476
277149.97
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R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.Pile Cap in RCC M-30
545.28
7055
3847370.27
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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
800
15184
12147848
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
126.78
70570
8946945.74
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Providing steel liner 8 mm thick including fabricating and setting out as per detailed drawing
24.63
71329
1756837.46
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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.)
4
57594
230377.44
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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.
101.45
4008
406625.8
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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 load1.2 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 Drawings1.2 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 Drawings1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specificationi) Upto 5m height (Using Concrete Mixer)
198.55
7365
1462491.5
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ii) From 5m upto 10m height (Using Concrete Mixer)
123.87
7446
922458.65
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specificationii) From 5m upto 10m height (Using Concrete Mixer)
26.25
7546
198101.4
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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
42.89
70786
3036027.84
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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.
278349
-
242163.63
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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
180
186
33544.8
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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
213.89
944
201991.3
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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
118.05
3045
359575.58
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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. RCC M-30
390
8332
3249632.1
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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
60.4
72361
4370659.36
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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
61.5
14664
901873.52
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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
218.66
3034
663534.7
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
40
1393
55756
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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
6241
44685.99
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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
12244
207787.47
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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.)
50.7
13864
702906.32
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
42.25
288
12201.8
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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.
42.25
405
17150.97
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
519.06
3160
1640245.17
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
197.66
3037
600429.81
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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 .
6538
241
1576115.66
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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.
660.71
244
161437.88
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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.
209.2
2321
485647.34
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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.
73.63
3814
280824.82
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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.
981.75
52
51856.04
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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.
981.75
18
17877.67
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Providing , laying and rolling of close graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired 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 , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
981.75
255
250572.05
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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.
3
10805
32415.66
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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.
42
723
30366
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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
282
708
199656
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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 .
1200
241
289284
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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.
75
2321
174108.75
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
37.5
7405
277705.13
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Add GST 18%
1
9274749
9274749.09
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Add labour Cess 1%
1
515263
515263.84
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Add Seignorage Fee
1
214695
214695.65
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Total Cost for 1st Year Maintenance Work
1
58274
58274
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Total Cost for 2nd Year Maintenance Works
1
61114
61114
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Total Cost for 3rd Year Maintenance Works
1
64353
64353
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Total Cost for 4th Year Maintenance Works
1
67326
67326
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Total Cost for 5th Year Maintenance Works
1
70299
70299
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Add GST 18%
1
57845
57845.88
... More
Add labour Cess 1%
1
3213
3213.66
... More
Add Seignorage Fee
1
890
890.16
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