Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Oct 2022
Closing Date31 Oct 2022
Tender Amount₹ 18,98,000
Costs
EMD
₹ 37,960Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDJK_193493_1Bid Award Id
ViewTender No
Fresh-e-NIT No. 62 of 2022-23 Dated 22-10-2022Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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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: 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5.4
-
5733.6
... More
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
9
-
562.15
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.4
-
9821.85
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hard drawn steel wire
540
-
92.85
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Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.
and rerolling the subgrade.
900
-
2.8
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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Foundations, footings, bases of columns etc. for mass concrete.
36
-
286.35
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Suspended floors, roofs, landings, balconies and access platforms.
9
-
718.2
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Supplying and stacking at site
-
-
-
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63 mm to 45 mm
135
-
1204.15
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13.2 mm nominal size (Type A)
20.25
-
1204.15
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Supplying and stacking at site Good Earth
10.8
-
281.3
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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.
135
-
768.15
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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
67.5
-
1885.95
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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.
1050
-
75.75
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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 bitumen surface @ 0.50 Kg/sqm.
1500
-
56.1
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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.
16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in
Batch Type Hot Mix Plant of 100-120 TPH capacity.
52.5
-
8740.75
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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.
1500
-
268.15
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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.
1500
-
101.4
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Laying of non-pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixtureof cement mortar in the proportion of 1:2(1 cement: 2 fine sand) including testing of joints etc. complete 300 mm dia R.C.C pipe.
9.6
-
325.55
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Carriage of material including loading/unloding by mechanical transport:
-
-
-
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Sand (Below 40mm nomimal size) Avg.lead 40.00 Km
6.35
-
630.74
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Stone Agg (Below 40mm nominal size) Avg. lead 40Km
33.49
-
630.74
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Stone Agg (Above 40mm nominal size) Avg. lead 40Km
135
-
685.64
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Carriage of good earth for avg. lead 10.00 km
10.8
-
348.82
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