Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Mgsy/24-25/banka-2/01 in Patna, Bihar, with an estimated contract value of Rs. 5,35,43,962. 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 is required to have prior work experience as a prime contractor or subcontractor in construction works of similar nature and value. The bidder should have completed works with a total monetary value of turnover and civil construction works performed for each of the last five years. The value of the similar works completed should be mentioned. However, a specific percentage for the value of similar works is not mentioned, except that proposals for subcontracting components of the construction of road/bridge should not exceed 25% of the contract price.
Costs
EMD
₹ 10,70,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140507_1Bid Award Id
ViewTender No
MGSY/24-25/Banka-2/01Tender Authority
Rural Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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I. Ordinary Soil
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-
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i) Upto 3m depth
1083.56
412
446751.79
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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
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II. PCC Grade M-15 (Levelling Course for Pile Cap)
56.55
5963
337260.24
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R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
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Pile Cap in RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
705.66
6644
4688609.68
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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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II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
560
15204
8514486.4
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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
115.63
70856
8193156.75
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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
46954
187817.52
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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.
96.8
4015
388742.99
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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
150000
150000
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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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1.2 m Dia Pile (2% of piles in total).
1
125000
125000
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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-30 in Substructure complete as per Dwg & Tech Specification
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-
-
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RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
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-
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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
206.52
6961
1437668.33
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
75.14
7049
529689.66
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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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RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
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-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
14.88
7141
106266.41
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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
42.45
71072
3017023.38
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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.
748440
-
651142.8
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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
18359.88
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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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I) Sandy Material
153.29
945
144859.05
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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
84.57
3214
271849.42
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SUPERSTRUCTURE
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-
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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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-
-
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II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
390
7948
3100039.8
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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
60.4
72716
4392063.31
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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
58.88
14814
872295.42
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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
209.36
3470
726665.53
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
40
982
39304.4
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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
5777
41364.61
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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
11770
199753.53
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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
12603
639005.56
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PROTECTION WORK
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-
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Excavation for Structures
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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
493.6
3335
1646244.85
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
143.59
3206
460381.13
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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
0.05
73254
3662.72
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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 .
3780
283
1073255.4
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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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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
2788
460723.82
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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
4230
242728.88
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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
41241.15
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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
14206.05
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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
245
188144.1
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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
11074
33222.66
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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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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
617
165973
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SUB HEAD : DIVERSION
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-
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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 .
1800
283
511074
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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.
67.5
2788
188204.18
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
15
7210
108158.85
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LABOUR CESS 1%
1
445329
445329.81
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SEIGNOIRAGE FEE 10%
1
226045
226045.45
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GST 18%
1
8136784
8136784.06
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Total Cost for 1st Year Maintenance Work
1
20416
20416
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Total Cost for 2nd Year Maintenance Works
1
23437
23437
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Total Cost for 3rd Year Maintenance Works
1
26857
26857
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Total Cost for 4th Year Maintenance Works
1
30010
30010
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Total Cost for 5th Year Maintenance Works
1
33164
33164
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LABOUR CESS 1%
1
1338
1338.84
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SEIGNOIRAGE FEE 10%
1
36660
36660.28
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GST 18%
1
30938
30938.96
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