Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Jan 2024
Closing Date20 Jan 2024
Tender Amount₹ 95,48,000
Costs
EMD
₹ 1,90,960Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_242723_1Bid Award Id
ViewTender No
E-NIT NO. 172 OF 2023-24 DT. 11-01-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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, cesspits 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: (i) All kinds of soil @70%
619
158990
256.85
(ii) Ordinary Rock @20%
177
87349
493.5
(ii) Hard Rock @10%
89
72165
810.85
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: (i) 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
9
65477
7275.25
(ii) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 30% boulders
227
974940
4294.89
(iii) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
13
67637
5202.9
(iv) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size
47
226845
4826.5
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) Nallah
189
1021148
5402.9
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
399
114253
286.35
Dry random rubble masonry with hard stone in foundation and plinth: Nallah stone Without bond stone.
232
648161
2793.8
Providing & fixing at or near ground level precast cement concrete in kerbs,, edging etc as per approved patterns and setting in position with cement mortar 1:3(1 cement:3 coarse sand) including the cost of required centring, shuttering and curing complete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size)
8
55860
6982.6
Dumping of stone including cost of stone in Horizontal on level
147
137871
937.9
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
900 mm dia. R.C.C. pipe
15
59274
3951.65
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
750
92400
123.2
Supplying & stacking at site Graded crushed stone aggregate of size :-
(i) 63 mm to 45 mm
446
537050
1204.15
(ii) 53 mm to 22.4 mm Nallah
209
251667
1204.15
(iii) Stone screening of size 13.2 mm nominal size (Type A)
68.38
82339
1204.15
(iv) Stone screening of size 11.2 mm nominal size (Type B)
32
38532
1204.15
(v) Moorum
53
35454
668.95
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.
655
503138
768.15
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 finishe requipped 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 Batch Type Hot Mix Plant of 100-120 TPH capacity
139.39
1218373
8740.75
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 On W.B.M. @ 0.75 Kg/sqm.
2787.75
207269
74.35
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
2787.75
752274
269.85
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
2787.75
282677
101.4
Providng and filling of RBM (River Bed Material) on road surface, including watering and compacting with 8 to 10 tonne capacity power road roller under optimum moisture conditions to give at least dry density including all carriage lead,lift loading/unloading/handling/rehandling complete .
212.4
212400
1000
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
132.75
84813
638.9
Carriage of Sand from Source to site of work by Mechanical transport including loading /Unloading complete for an avg dince of 170 km by MT
306
632177
2065.94
Carriage of Stone aggregate below 40mm from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 60 km by MT
414.88
353286
851.54
Carriage of Stone aggregate above 40mm from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 60 km by MT
53.1
49151
925.64
Carriage of Stone from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 10 km by MT & 200Mtr by H/L
393.74
282937
718.59
Carriage of Hume Pipe from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 120 km by MT
15
12406
827.11
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