National Highways And Infrastructure Development Corporation Limited Tender

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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender

Works
Road Construction
Eprocure
Opening Date16 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 18,35,36,532 
Notes
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Costs

Summary

Annual Repair And Restoration (maintenance) Works Of Newly Entrusted Project From Joram To Koloriang Nh-713 Road

Description

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BOQ Items

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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 5.2 to 5.4 % 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. 509 complete in all respects)- for Grading-I ( 13 mm nominal size )

2800

15773

44164400

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechnacial means.

70000

52

3640000

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Tack coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

70000

19

1330000

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Dense Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.)

2975

14015

41694625

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Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)

15465

39

603135

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Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)

35560

39

1386840

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Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock by a Hydrolic Excavator including loding in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m.

100000

56

5600000

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Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30% (ORDINERY SOIL BY MECHANICAL MEANS)

760

106

80560

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

135

7467

1008045

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20

1315

10146

13341990

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Providing weep holes in Brick masonry / Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

675

242

163350

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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. Granular material

450

3379

1520550

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Sand Bedding and jointing - A layer of sand bedding is provided between block pavement and base/sub-base to provide a cushion , avoide cracks fromed in base /sub-base and to provide interlocking effect. Sand Bedding of 35 mm

334.12

650

217178

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Interlocking concrete blocks serve as wearing surface to reduce the stresses imposed on subgrade and to resist pavement deformation and elastic deflection. Inerlocking concrete blocks - 90mm M40 grade

859.17

1086

933385.1

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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground levelas per approved drawing)

6.3

3432

21621.6

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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) Cat eyes -Aluminium studs 100 x 100 mm fitted with lense reflectors

60

567

34020

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

6.3

6679

42077.7

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Earthwork Excavation- 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

6300

524

3301200

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PCC GRADE M10- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications

450

9371

4216950

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RCC GRADE M20- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications

2070

10167

21045690

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

256.15

120036

30747344.35

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Maintanence For 12months @ 1.5%

1

2703976

2703976



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