Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jan 2025
Closing Date11 Jan 2025
Tender Amount₹ 44,54,833 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

48.14

4826

232347.71

... More
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

142

4774

677973.32

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Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns

577.68

286

165423.29

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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

222.75

562

125218.91

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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. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

20

4653

93066

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

315

1880

592294.5

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Providing & Laying, spreading and compacting stone aggregate of size 63 mm to 45 mm in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to power grade and camber, applying and brooming 13.2mm nominal size (TYPE A) of screening/binding material, to fill up interstices of stone dust/course aggregate, watering and compacting to the required density.

157.5

2218

349412.18

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

210

650

136500

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Providing & Laying, spreading and compacting stone aggregate of size 53 mm to 22.4 mm in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to power grade and camber, applying and brooming 13.2mm nominal size (TYPE A) of screening/binding material, to fill up interstices of stone dust/course aggregate, watering and compacting to the required density.

157.5

2308

363579.3

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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. On bitumen surface @ 0.50 Kg/sqm.

2100

55

115920

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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.

2100

268

563115

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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-10 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

2100

101

212940

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Carrige of material by MT

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-

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Sand at an avg. distance of 80 km

195.12

1072

209234.98

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Stone agg. Below 40mm avg. distance 20 km.

292.79

409

120026.33

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Stone agg. 63mm to 45mm nomnal size avg. distance 20 km.

315

445

140376.6

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Stone at an avg. lead of 10km.

17.02

328

5587.84



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