Housing And Urban Development Department Tender
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Housing And Urban Development Department - HAUDD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date6 Feb 2025
Closing Soon20 Feb 2025
Tender Amount₹ 6,53,000
Costs
EMD
₹ 13,060Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HAUDD_271940_1Tender No
JDA/II/e-NIT/2024-25/90 Dated 06-02-2025Tender Authority
Housing And Urban Development Department ViewPurchaser Address
-Website
http://http://jkhudd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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
52.95
416
22053.68
... More
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
98.38
286
28171.11
... More
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms
11.14
718
8000.75
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12mm Cement plaster of mix:
1 : 6 ( 1 Cement : 6 Sand )
98.38
266
26188.76
... More
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.54
7788
19782.54
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
280
123
34496
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Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters
250.83
153
38376.99
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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
35.67
1885
67271.84
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Providing and applying tack coat using hot straight run bitumen ofgrade – 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
200.67
75
15200.75
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Providing and laying bituminous macadam using crushed stone aggregatesof 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-Charge50 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.
10.15
8734
88658.73
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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 straightrun bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
200.67
266
53408.32
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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
200.67
102
20638.91
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Carriage of sand lead upto 5.0 Km. by mechanical transport including loading and unloading
17.52
200
3516.97
... More
Carriage of stone aggregate 40mm and above normal size and above and lead upto 7.0 Km. by mechanical transport including loading and unloading
34.93
252
8811.09
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