Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Oct 2024
Closing Date2 Nov 2024
Tender Amount₹ 1,23,31,000
Costs
EMD
₹ 2,46,620Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_259368_1Bid Award Id
ViewTender No
e-NIT No. 28 of 2024-25 Dated 11-10-2024Tender 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
42.75
5202
222423.98
... More
Dry stone Soling ( any thickness ) on Horizontal Level 50% available earth & 50% availiable stone
26.06
543
14154.49
... More
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
677.23
2793
1892045.17
... More
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.
343.41
218
75000.74
... More
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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
148.2
6540
969294.69
... 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 leve 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
19.53
4826
94261.55
... More
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) with 20 % Plumb
136.27
4726
644121.04
... More
Hand packed stone on horizontal Level Including Cost of stones
343.41
937
322084.24
... 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.
190
562
106808.5
... 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)
32.4
9821
318227.94
... More
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.
3000
123
369600
... More
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
1128
138
155889.6
... More
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
678.5
286
194288.48
... More
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.
144
718
103420.8
... More
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
449.19
628
282518.05
... More
Supplying and stacking at site 63 mm to 45 mm
190
1204
228788.5
... More
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.
190
768
145948.5
... More
Supply and stacking 53 mm to 22.4 mm
142.5
1204
171591.38
... More
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.
142.5
768
109461.38
... More
Stone screening of size 13.2 mm nominal size(Type A)
28.5
1204
34318.28
... More
Stone screening of size 11.2 mm nominal size(Type B)
31.35
1204
37750.1
... More
Supply and stacking Morrum
33.25
668
22242.59
... More
Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.
1781.25
74
132435.94
... More
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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
89.06
8590
765110.01
... More
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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
1781.25
269
480670.31
... More
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.
1781.25
101
180618.75
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Carriage of Stone at an average distance 5 km by MT
1548.57
236
365710.29
... More
Carriage of Sand at an average distance 30 km by MT
360.36
520
187509.72
... More
Carriage of Stone Aggregate below 40mm at an average distance 35 km by MT (Till the time being seized crusher be re-sealed in District Kishtwar Average distance 7 km vide Letter No. DMO/K/2024-25/51-54 Dated 15-04-2024)(The rate of key materials shall be paid as per actual distance involve dully certified concerned AEE should be given as per the availability of material from source to site).
359.04
575
206641.88
... More
Carriage of Stone Aggregate above 40mm at an average distance 35 km by MT (Till the time being seized crusher be re-sealed in District Kishtwar Average distance 7 km vide Letter No. DMO/K/2024-25/51-54 Dated 15-04-2024)(The rate of key materials shall be paid as per actual distance involve dully certified concerned AEE should be given as per the availability of material from source to site).
332.5
625
208025.3
... More
Carriage of Mulba at an average distance 5 km by MT
1251.27
250
313968.67
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