Rural Works Department Tender

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Rural Works Department Tender

Works
Bridge Construction
Civil And Construction
Eprocure
Opening Date12 Apr 2025
Closing Date21 Apr 2025
Tender Amount₹ 5,53,61,912 
Notes
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Technical Capacity
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The bidder should have experience in works of a similar nature and size for each of the last five Financial years. The total monetary value of construction work performed for each of the last five years should be provided. The bidder should have experience in similar works, with a total value of at least 20% of the contract value, certified by the Bankers. Additionally, the bidder should have completed similar works, but specific values and percentages are mentioned for subcontracting components of the Works amounting to more than 10% of the Bid Price for contracts over Rs 5 crore. The bidder should also have achieved a minimum annual financial turnover of 60% of the amount put to bid, as certified by a chartered accountant, and at least 50% of which is from civil engineering construction works.

Costs

Summary

State Scheme (nabard)/24-25/ Rosera /01 Construction of RCC HL Bridge at T01 to Jamuna Mohidinp ur at Ch. 150m

Description

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Contact

  • Tender Id

    2025_RWD_140064_1
  • Tender No

    State Scheme (NABARD)/24-25/ Rosera /01
  • Tender Authority

    Rural Works Department View
  • Purchaser Address

    -
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BOQ Items

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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 (Using Batching Plant, Transit Mixer and Concrete Pump)

465.42

8067

3754678.11

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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 (Using Batching Plant, Transit Mixer and Concrete Pump)

784

16306

12784374.4

... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

118.48

66437

7871541.07

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Providing steel liner 8 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

16.1

71344

1148644.84

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1.2 m Dia Pile

1

350000

350000

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1.2 m Dia Pile (2% of piles in total).

1

150000

150000

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1.2 m Dia Pile (2% of piles in total) .

1

100000

100000

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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)

200.87

8382

1683732.51

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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

51.72

8464

437773.6

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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

21.46

8575

184034.31

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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

33.32

66653

2220892.95

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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.

231439.2

-

199037.71

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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

187

29270.28

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I) Sandy Material

183.54

941

172747.85

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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

100.7

4181

421084.1

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II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)

312

9366

2922385.44

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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

48.32

68227

3296729.12

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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

50.09

15533

778083.53

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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

178.08

3110

553917.84

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Drainage Spouts complete as per drawing and technical specifications Clause 1209

32

1393

44604.8

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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

7162

51283.21

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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

13075

221890.05

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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

11692

494003.06

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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

33.8

288

9761.44

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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.

33.8

405

13720.77

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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

4321

2260493.82

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

188.88

4177

789059.42

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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

0.12

73235

8788.23

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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 .

2738

240

658023.54

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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.

377.55

243

91967.4

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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.

120.56

3107

374695.66

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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.

42.46

5170

219547.31

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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.

566.1

53

30246.72

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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.

566.1

18

10387.94

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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

566.1

267

151437.41

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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

11062

33186.9

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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.

24

723

17352

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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

162

640

103680

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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

240

432594

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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.

56.25

3107

174822.75

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)

37.5

7047

264290.25

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Add GST 18%

1

8301922

8301922.08

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Add labour Cess 1%

1

461217

461217.89

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Add Seignorage Fee

1

176217

176217.1

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Total Cost for 1st Year Maintenance Work

1

46628

46628

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Total Cost for 2nd Year Maintenance Works

1

48277

48277

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Total Cost for 3rd Year Maintenance Works

1

50222

50222

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Total Cost for 4th Year Maintenance Works

1

51969

51969

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Total Cost for 5th Year Maintenance Works

1

53715

53715

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Add GST 18%

1

45145

45145.98

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Add labour Cess 1%

1

2508

2508.11

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Add Seignorage Fee

1

813

813.21



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