Housing And Urban Development Authority Tender

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Housing And Urban Development Authority Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date6 Jan 2025
Closing Date15 Jan 2025
Tender Amount₹ 1,36,69,946 
Notes
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Costs

Description

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Documents
Housing Colony under SFS 49 nos.plots Phase II New Rampur Distt. Shimla H.P. Sub Head Providing and laying Metalling and tarring V and U shape drain.
Report Missing Document

BOQ Items

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P/L Cement concrete flooring 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) i/c carriage of material in all leads and lifts

73.44

507

37252.44

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)i/c carriage of material in all leads and lifts

56.14

6073

340938.22

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Centering and shuttering including strutting, propping etc. and removal of form work for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc) i/c carriage of material in all leads and lifts

434.34

562

244099.08

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15 mm cement plaster on rough side of single or half brick wall in cement mortar mix 1:3 (1: cement 3 coarse sand) finished with a floating coat of neat cement i/c carriage of material in all leads and lifts

198.24

377

74736.48

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth , 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 in lead and lifts as per directions of Engineer-in-Charge.

5917.5

139

822532.5

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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with rapid setting bitumen emulsion Including carriage of material in all leads and lifts.On W.B.M / W.M.M. @ 0.40kg/sqm .

5917.5

25

147937.5

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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with rapid setting bitumen emulsion .On bituminous surface @ 0.25kg/sqm i/c carriage of material in all leads and lifts

5917.5

16

94680

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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped 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 specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5%(percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. i/c carriage of material in all leads and lifts

295.88

11014

3258822.32

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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. i/c carriage of material in all leads and lifts

177.53

11767

2089146.41

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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.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30) i/c carriage of material in all leads and lifts

887.63

2813

2496903.19

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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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. i/c carriage of material in all leads and lifts

887.63

3010

2672165.73

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Providing and laying non-pressure NP2 class (heavy duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe i/c carriage of material in all leads and lifts

18

4291

77238



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