Public Works Department Tender

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Public Works Department - PWD Tender

Civil Works Roads
Eprocure
Opening Date12 May 2021
Closing Date21 May 2021
Tender Amount₹ 19,59,000 
Notes
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Costs

Description

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BOQ Items

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Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)

40.83

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504.4

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Supplying and stacking of stone dust at site excluding carriage.

21.78

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379.5

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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 mechanical mix plant, carriage of mixed material by tipper to site, 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

136.12

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1041.5

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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.

1815

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16.65

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PRE MIX CARPET 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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On W.B.M. @ 0.75 Kg/sqm.

1815

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55.45

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On bitumen surface @ 0.50 Kg/sqm.

1815

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42.1

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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.

90.75

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5770.9

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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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

1815

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196.3

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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.

1815

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78.15

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Supplying and laying including digging, carrying by lorry, filling river bed material (RBM) including watering & consolidation in layers to specified lines, camber, grades and cross sectuions. Finishing work including material and labour including all leads and lifts, carriage of material by MT / HL.

99

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425

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Carriage of sand / stone agg. below 40 mm av. lead 33.00 Km ny MT.

62.61

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462.14

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Carriage of Bajri / stone agg above 40 mm av. lead 33.00 Km ny MT.

272.25

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502.33



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