Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Nov 2024
Closing Date22 Nov 2024
Tender Amount₹ 48,55,000 
Notes
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Costs

Summary

Macadamization Of Road From Maha-da-langa To Hatli Under City And Town 2024-25

Description

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BOQ Items

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Supplying and stacking at site 53 mm to 22.40 mm

117.56

1204

141559.87

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

235.13

768

180615.11

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Supplying and stacking at site Stone sceening of size 11.20 mm nominal size (type B)

44.83

1204

53982.04

... More
Supplying and stacking at site crusher/stone dust

18.81

770

14483.7

... More
Providing and applying tack coat using hot straight run bitumen of grade –VG-30, 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 On W.B.M. @ 0.75 Kg/sqm.

1567.5

75

118738.13

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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 rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

78.38

8734

684637.54

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2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-30 with no solvent

1567.5

268

420325.13

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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

1567.5

102

161217.38

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Berm filling by way of providing, laying, watering & compacting in layers not exceeding 200 mm thick with 80-100 KN roller, river bed material free of organic material mixed with coarse aggregate, round Nallah shingle max agg. Size 75 mm including carriage from source to site of work including of all leads & lifts complete.

546

650

354900

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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic 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.

95

638

60695.5

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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe

14.64

2415

35367.31

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Slip Clearnace 60% Qty. in In ordinary soils disposal lead upto 50 m and lift upto 1.5 m and 40% Qty. In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m

259.2

224

58307.04

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Carriage of Sand avg. lead upto 35 km by MT including all leads, lifts and carriages complete.

9.41

575

5415.83

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Carriage of Stone Aggregate below 40 mm nominal size avg. lead upto 25 km by MT including all leads, lifts and carriages complete.

178.85

465

83190.29

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Carriage of Stone Aggregate 40 mm and above nominal size avg. lead upto 25 km by MT including all leads, lifts and carriages complete.

152.83

505

77276.96

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Carriage of Crusher/ Stone Dust avg. lead upto 25 km by MT

18.86

465

8772.54



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