Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date30 Oct 2024
Closing Date6 Nov 2024
Tender Amount₹ 16,60,000
Costs
EMD
₹ 33,200Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Repair Renovation Of Compound Wall From Main Gate To Main Road And Const. Of Providing And Fixing Of Polyethylene Water Storage Tanks In Regional Workshop Smg Jammu
Description
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Contact
Tender Id
2024_PWDJK_262798_1Bid Award Id
ViewTender No
68 of 2024-2025 dated 30-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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BOQ Items
Engaging welding set for welder
10
1000
10000
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
2208.46
181
401056.34
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately)
176.83
305
54074.61
Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
204
706
144126
Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
33.96
1458
49528.96
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall bemeasured) : From brick work in cement mortar
9680
4944
47858.89
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
13.2
7571
99944.46
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) using old bricks
20.38
4273
87096.58
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
33.58
1455
48880.73
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 20 mm nominal size)
1.59
6591
10480.09
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
22.07
577
12746.53
Foundations, footings, bases for columns
44.6
286
12771.21
Edges of slabs and breaks in floors and walls . Under 20 cm wide
17.53
262
4596.37
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
18.12
416
7546.98
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 level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
3.86
7788
30063.22
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
481.61
123
59334.35
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand)
182.03
283
51660.11
15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)
289.95
327
95060.11
Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)
372.69
185
69022.19
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
99.72
131
13148.08
Engagning labour for cutting of old tree branches and trees bushes damaging the existing brick wall and removal of mulba and cleaning the are thereof
52
553
28756
Earth work in excavation by manual means 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: 25 meter beyond 1 m from cutting edge All kinds of soil
25.46
576
14676.42
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
10.96
1725
18908.19
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)
18.62
5733
106759.63
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)
2.24
5202
11654.5
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.
7.92
218
1729.73
Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.
253.41
38
9857.65
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
2.93
2516
7374.37
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
35.4
562
19900.11
Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet
15.33
125
1921.62
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
8000
8
70000
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia. nominal bore
30
339
10177.5
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm dia. nominal bore
4
569
2277.8
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 25 mm nominal bore, weighing not less than 62gms
6
103
621.6
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25mm nominal bore
5
320
1602
Disposal of mulba by mechanical means lead upto 10 Kms Complete job
42.82
279
11948.49
Carriage of material by mechanical transport incl. loading / unloading, stacking at site of work:-
-
-
-
Stone aggregate below 40mm for average lead 10 Kms
25.5
279
7115.52
Sand for average lead 10 Kms
29.27
279
8167.5
Bricks for avg .lead of 10 Km
6271.35
744
4666.83
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