Rural Works Department Tender

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Rural Works Department Tender

Works
Bridge Construction
Civil And Construction
Eprocure
Opening Date11 Apr 2025
Closing Date21 Apr 2025
Tender Amount₹ 9,62,00,847 
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. To qualify for the award of the Contract, each bidder should have, in the last five years, 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. The bidder should have completed works, but the exact amount is not specified. However, proposals for subcontracting components of the works amounting to more than 10% of the Bid Price for each contract over Rs 5 Crore should be annexed. Additionally, the bidder should undertake to invest a minimum of 25% of the contract value of work during implementation of the contract. The bidder should also provide evidence of access to lines of credit and availability of other financial resources, facilities up to 20% of the contract value. The bidder should provide information regarding any litigation, current or during the last five years, in which the Bidder is involved. The value of existing commitments and ongoing works to be completed during the period of completion of construction work for which bids are invited should also be provided. The required prior work experience includes having completed similar works, but the exact percentage of similar works completed is not specified. The bidder should have the required number of years prescribed for completion of the works for which bids are invited.

Costs

Description

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Contact

  • Tender Id

    2025_RWD_140063_1
  • Tender No

    State Scheme /24-25/Kharagpur-Tarapur/01
  • Tender Authority

    Rural Works Department View
  • Purchaser Address

    -
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BOQ Items

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DO_NOT_SHOW

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Pile Cap in RCC M-30

465.42

7208

3354789.25

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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

784

15428

12096194.88

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

119.11

70602

8409499.51

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Providing steel liner 8 mm thick including fabricating and setting out as per detailed drawing

12.07

71367

861402.47

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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.)

3

57582

172746.9

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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.)

72.16

3999

288609.69

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a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings1.2 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)

196.28

7515

1475107.01

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ii) From 5m upto 10m height (Using Concrete Mixer)

47.07

7595

357527.72

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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)

21.46

7701

165270.11

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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

32.97

70818

2334887.26

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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

144

187

26987.04

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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

170.71

941

160672.25

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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

93.36

3649

340686.51

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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

244.8

8476

2074961.52

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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

41.49

72392

3003548.23

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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

45.02

15402

693437.21

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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

160.08

3150

504354.45

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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

6425

46007.58

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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

12397

210383.54

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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

371.21

3788

1406225.15

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

134.51

3645

490310.47

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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

1.3

73235

95205.83

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Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202. (Rate Per Pole)

25

239

5990.5

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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 .

8227

240

1977194.91

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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.

8005.69

243

1950106.03

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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.

1938.71

2735

5302914.69

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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), carriage 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 maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

2118.97

3805

8063125.83

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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.

12167.95

52

642589.44

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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.

17833.39

18

324389.36

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Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

608.4

10393

6323496.66

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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

304.2

12821

3900385.48

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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.

6

10852

65115.06

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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.

594.7

723

429968.1

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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

13

628

8164

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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.

25

2715

67885.5

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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

144

269

38805.12

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Providing and laying Rumble Strip with road studs and Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceThermoplastic paint

10.5

723

7591.5

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Road strips (Nos)

84

269

22636.32

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GANTRY BOARD

2

750134

1500269.7

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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 .

2400

240

576792

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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.

150

2735

410292

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

75

7066

529974

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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

270

3788

1022819.4

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

67.5

3645

246048.3

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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.

401.1

412

165373.53

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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

59.85

6649

397976.76

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

747.25

941

703311.7

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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

128.1

3649

467458.68

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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

280

187

52474.8

... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

17.76

70818

1257604.49

... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification

236.78

7515

1779477.47

... More
Add GST 18%

1

14204019

14204019.13

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Add labour Cess 1%

1

789112

789112.17

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Add Seignorage Fee

1

399127

399127.46

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Total Cost for 1st Year Maintenance Work

1

200543

200543

... More
Total Cost for 2nd Year Maintenance Works

1

255789

255789

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Total Cost for 3rd Year Maintenance Works

1

319881

319881

... More
Total Cost for 4th Year Maintenance Works

1

378076

378076

... More
Total Cost for 5th Year Maintenance Works

1

436270

436270

... More
Add GST 18%

1

286300

286300.62

... More
Add labour Cess 1%

1

15905

15905.59

... More
Add Seignorage Fee

1

4223

4223.14



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