Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2022
Closing Date25 Oct 2022
Tender Amount₹ 1,13,46,000
Costs
EMD
₹ 2,26,920Document Cost
₹ 2,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDJK_192966_2Bid Award Id
ViewTender No
NIT184-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Floor V- level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) in R/Wall complete .
135
-
7570.6
P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Plinth level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) in Drain complete .
54
-
5733.6
Centering and shuttering including strutting, propping etc. and
removal of form for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc
360
-
628.95
Centering and shuttering including strutting, propping etc. and
removal of form for Foundations, footings, bases of columns, Drain etc. complete.
240
-
286.95
P/F of 75mm PVC pipes of required length for weep holes including cutting and placing in position complete.
70
-
250
50mm thick cement concrete flooring in 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate) 20mm nominal size laid in one layer finished with a floating coat of neat cement slurry all complete.
60
-
599.5
12mm thick cement plaster in 1:6 mix (1 cement 6 sand) in drain complete.
240
-
268.4
Supply & filling of boulders for back filling behind R/Wall including ramming, compacting, all inclusive leads, lifts, loading, un-loading, cost and carriage of materials from approved source to site of work complete.
114.75
-
900
Supplying, Spreading and laying of Granular Sub base from approved source (GSB) including Consolidation with 8-10 Tonne road roller to achieve required gradient and camber incl all carriages complete job.( Finished work to be measured and paid).
251.85
-
1000
Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.
300
-
2200
Providing laying compacting graded stone aggregate to Wet-Mix Macadam specification incl. premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipperto site laying in uniform layers with paver in sub-Base/Base course on well prepeard surface and rollingwith vibrator roller to achive the desired density and compacted thickness incl. all loading, un-loading and all carriages upto site of work
(75mm compacted thickness)
547.5
-
1885.95
Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM surface @0.75kg/sqm.
7300
-
81
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 mm compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
365
-
9320
Providing and laying semi- dense 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 equipped 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 incl. carriage. 25mm compacted thickness with bitumen of grade VG 10 @ 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.
7300
-
320
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 incl. all carriage all complete.
7300
-
108
Providing/ laying and embedding of R.C.C. pipes incld. trench excavation in all status of surface to required width/depth and making of necessary cushioning with required material jointing of pipes all inclusive cost and carriage of pipes upto site of work complete 12" dia RCC spun pipes
29.16
-
3500
Carriage of Materials:-
Stone agg. For avg lead of 20 Kms
193.05
-
409.94
Sand for an average lead of 20 Kms
94.5
-
409.94
Evaluation Notes How It Works ?
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