Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 1,45,52,000
Costs
EMD
₹ 2,91,040Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Construction Of Link Road To Kote And Choudhary Mohalla Taking Off From Ring Road
Description
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Contact
Tender Id
2024_PWDJK_257408_3Bid Award Id
ViewTender No
14 of 2024-2025 dated 13-08-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
339.6
2569006
7564.8
Reinforced cement concrete work in beams suspended floors, roofs having slope upto15°,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)
14.83
145658
9821.85
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
1927.9
237517
123.2
Providing, Laying, spreading, Watering and compacting in layers not exceeding 200 mm thick with 8-10 KN tonne capacity road roller, RBM material free of organic material mixed with coarse aggregate/ round nallah shingle max aggregate size 75 mm incl. carriage from source of supply to site. All job complete
5092.5
2037000
400
Centering and shuttering including strutting, propping etc. and removal of form for
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-
-
Foundations, footings, bases of columns etc. for mass concrete
127.6
36538
286.35
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
554.44
348715
628.95
Columns, pillars, piers, abutments, posts and struts
144
106927
742.55
Suspended floors, roofs, landings, balconies and access platforms.
15
10773
718.2
Edges of slabs and breaks in floors and walls
29
33207
1145.1
Providing and Laying, water bound macadam with specified stone aggregate, stone screening and binding material,including sorting spreading to template and consolidation with power road roller 8 to 10 tonne capacity.
-
-
-
Base cource with 63mm to 45mm size including stone screening 13.2mm size (150mm thick) WBM Gr-II
787.5
1759905
2234.8
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
446.25
841605
1885.95
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.
5280
399960
75.75
On bitumen surface @ 0.50 Kg/sqm.
5544
311018
56.1
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
247.5
2161875
8734.85
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.
5610
1504321
268.15
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
5610
576988
102.85
Carriage of the materials from source to site of work by mechanical transport including loading / unloading and stacking at siteat an avg lead of 18 km by M.T
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Stone Agg below 40 mm for an avg. lead of 20.00 Kms
1090.25
418394
383.76
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