Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Feb 2025
Closing Date3 Mar 2025
Tender Amount₹ 1,45,74,000
Costs
EMD
₹ 2,91,480Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDJK_273096_1Tender No
e-NIT No. 111 of 2024-25 dated 22.02.2025Tender 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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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, esspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres
-
-
-
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All kinds of soil @80%
270.87
256
69572.96
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Ordinary rock @20%
67.71
493
33414.89
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, esspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kinds of soil
371.9
256
95522.52
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
70.5
4826
340268.25
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Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. Incl. 20% Plum
495.6
4774
2366222.38
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)
134.88
5402
728743.15
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Dry Random Rubble masonary with hard stone in foundation and plinth using Nallah stone without bond stone.
181.42
2793
506869.34
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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
1317
286
377122.95
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Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
103.5
628
65096.33
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate.
154.68
562
86953.36
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Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
48
416
19992
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
4748.24
218
1037015.62
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Dumpimg stone including cost of stones.
24.6.1 in Horizontal on level
134.4
937
126053.76
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Providing and laying non-pressure of specified class R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)
45
4653
209398.5
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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe (laying by manual/mechanical means)
22.5
2415
54355.5
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Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete
763.48
650
496262
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Supplying and stacking at site Graded crushed stone aggregate of size of 63mm to 45 mm
654.41
1204
788007.8
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Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (payment for stone aggregates, screenings, kankar, moorum, and red bajri etc. to be made seprately) base course with 63mm to 45mm size including stone screenings 13.2mm size.
654.41
768
502685.04
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Supplying and stacking at site stone screening of size 13.2 mm nominal size (Type A)
98.16
1204
118199.36
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Supplying and stacking of Crusher Dust
654.41
770
503895.7
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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
327.71
1885
618044.67
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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.
4362.75
75
330478.31
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Providing and laying Bituminous Macadam on prepared surface with specified graded crushed stone aggregates for profile corrective base/binder course including loading of aggregates with F.E. Loader hot mixing of stone aggregates in hot mix plant, transporting the mixed material by tippers to paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/tack coat 50 mm average compacted thickness with bitumen of grade VG-30@3.50% (percentage by weight of total mix) prepared in Drum type Hot Mix Plant of 60-90TPH capacity.
218.14
8734
1905420.18
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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.
4362.75
56
244750.28
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Providing & laying 25 mm thick open graded premix carpet surfacing with hot mix plant & paver & finisher with 2.25 cum & 1.12 cum of stone chipping of 13.2 mm size & 11.2 mm size respectively & 52 kg, 56 kg of hot bitumen per cum of stone chipping respectively & consolidation with road roller of 6-9 tonne capacity including preparation of existing road surface. With paving Asphalt grade VG-30 with no solven
4362.75
268
1169871.41
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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
4362.75
102
448708.84
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Carriage of material by mechanical transportation.
-
-
-
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Sand av lead of 65 km
325.39
906
295044.13
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Stone agg below 40mm nominal size av lead 22 km
599
432
258779.98
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Stone agg Above 40mm nominal size av lead 22 km
142
469
66688.88
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Stone av lead 5 km
383
236
90449.28
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