National Highways And Infrastructure Development Corporation Limited Tender

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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender

Works
Civil And Construction
Road Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date2 May 2025
Closing Date22 May 2025
Tender Amount₹ 32,23,30,656 
Notes
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Costs

Summary

Balance Work Of Rehabilitation And Up-gradation Of Section From Km 206.00 To Km 239.445 (nimbutala To Austin Creek) Of Nh-04 In A N Islands On Epc Basis (pkg-iv)

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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M-15 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

1103.3

10893

12018776.48

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

15446.2

329

5084271.19

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Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.

955.59

13467

12869429.62

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Road work

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-

-

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Lined Drain with M-20 Cement Concrete including shuttering & Cantering with all lead, & lift as per drawing and specification.

2192.94

11174

24505731.7

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Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc..

3807.19

1062

4044606.37

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Providing and fixing Left hand & right sign board (Mondatory Sign Board)With reflective sheeting conforming to type -III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2012. 600mm X 600 Triangle mm with 1.5 mtr. and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

196

8642

1693910.4

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

13.53

139850

1891902.7

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PCC drain M-20

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-

-

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

2.31

139850

322356.28

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Cement treated Base (CTB) Providing, laying, Spreading and Compacting graded stone aggregate mixed with Cement to crushed stone treated base specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base /base course on well prepared surface and compacting with vibratory Roller to achieved the desired density.

317.25

5177

1642606.29

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M-15 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

569.16

10893

6200133.08

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2814.29

329

926351.7

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Providing and laying in position ready mixed or site batched design mix cement concrete M20 for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of cantering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.

1578.6

11174

17640631.34

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Road Furniture work

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-

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Providing and fixing Road studs rectro-reflective Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280.

7333.33

260

1910479.91

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Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc.

104.68

1062

111207.84

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

9675.72

329

3184860

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For Breast wall M-20

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-

-

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Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc.

746.04

1062

792563.05

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Providing and fixing Chevron sign board (Cautionary/Warning Sign Board) Wit reflective sheeting conforming to type III of ASTM-D-4956 letters, borders etc. as per IRC :67-2012. 600mm X 450 Triangle mm with 1.5 mtr. and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

13

1733

22531.08

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

253.95

4149

1053732.51

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Retaining Wall M-30 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of cantering, shuttering, finishing and reinforcement :

191.9

12624

2422559.03

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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. For crash barrier Painting work)

972.36

294

286748.96

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Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc.

25110

1062

26675859.6

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Providing and laying in position ready mixed or site batched design mix cement concrete M20 for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of cantering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.

14

11174

156447.62

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

114

4149

473028.18

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wmm.-Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

498.3

3852

1919850.24

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Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc.

33748

1062

35852525.28

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RCC drain M-20

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-

-

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RCC Retaining wall with M-30 (for Retaining wall)

-

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-

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

804

4149

3336093.48

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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of cantering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M15 grade with minimum cement content of 240 kg /cum ( Curtain wall ,PCC and Quadrant)

37.65

10893

410139.52

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Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc.

3584.5

1062

3808029.42

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Providing and laying of Rigid apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.

108

10002

1080224.64

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Providing and laying Bituminous concrete (BC) using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. The compacted thickness of BC should be 40 mm with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Add longitudinal crackes portion

939.43

14400

13527792

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M-15 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

101.04

10893

1100633.65

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

175.43

139850

24534039.88

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

758.1

329

249536.2

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Hazard sign Board Providing and fixing chevron sign board (Cautionary/Warning Sign Board) With reflective sheeting conforming to type -III of ASTM-D-4956 letters, borders etc. as per IRC : 67-2012. 300 mm X 900 and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

240

1800

432057.6

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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

10027.5

953

9557811.9

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Providing and erecting Type 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. The all vertical post shall be installed with M-15 cement concrete in 300X300X10mm size below the FRL/ OGL including Excavation work with all lead and lift.with Retroreflective tape @ 2.0 meter Interval. including Excavation and M-15 concrete work.

3316

5896

19553788.8

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GEO CELL-Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 20kN/m in the longitudinal and transverse direction, with 7kN/m and 14kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening

2491.5

365

910742.91

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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of cantering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M15 grade with minimum cement content of 240 kg /cum ( Curtain wall ,PCC and Quadrant)

3373.01

10893

36743838.76

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Lined Drain with M-20 Cement Concrete including shuttering & Cantering with all lead, & lift as per drawing and specification.

3115.2

11174

34811830.42

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

654.93

329

215575.11

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M-15 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

34.2

10893

372557.02

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Providing and laying of Rigid apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.

277.4

10002

2774576.99

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Providing and laying Stone Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment. Dry stone pitching 300 mm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete as per drawing and Technical specifications..

1162.56

4244

4934718.43

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

296.5

329

97595.94

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Balance Culvert Protection work

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