Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 1,97,10,816 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

429

12360

5302568.7

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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

286

10019

2865691.4

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Centering and shuttering including strutting, propping etc. and removal of form for

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-

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Foundations, footings, bases of columns, etc. for mass concrete

445

401

178734.25

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

240

205

49380

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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

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-

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On W.B.M. @ 0.75 Kg / sqm

360

79

28764

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On bituminous surface @ 0.50 Kg / sqm

5540

60

335170

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Providing and applying 2.5 mm thick road marking strips (retro[1]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.

286

645

184584.4

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specification to achieve the desired compaction and density complete as per specification and direction of Engineer-in-charge.

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-

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50 to 100 mm average compacted thickness with bitumen of VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 40-60 TPH capacity.

307

11862

3641848.9

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Providing and laying bituminous concrete using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specification to achieve the desired compaction and density complete as per specification and direction of Engineer-in-charge.

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40/50 mm compacted thickness with bitumen of VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity.

237

21807

5168282.7

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Providing, Laying, spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, handpicking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the requisite density.

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-

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Sub base with stone aggregate 90mm to 45mm including stone screening 13.2mm

24

5779

138715.2

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Base course with stone aggregates 63-45mm including stone screening 13.2mm (Type-A)

18

5473

98525.7

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Base course with stone aggregates 53mm to 22.40mm including stone screening 11.2mm (Type-B)

18

5777

103995.9

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Total of A(Sum of total amount)

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-

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05 Year Maintenance Provision

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-

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For 1st Year 0.25% of 1,83,35,643.15

1

45839

45839.11

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For 2nd Year 1.00% of 1,83,35,643.15

1

183356

183356.43

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For 3rd Year 1.50% of 1,83,35,643.15

1

275034

275034.65

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For 4th Year 2.00% of 1,83,35,643.15

1

366712

366712.86

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For 5th Year 2.75% of 1,83,35,643.15

1

504230

504230.19

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Total of B (05 Year Maintenance Provision)

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-

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Total of A+B

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19710816.39



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