Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date19 Jul 2024
Closing Date26 Jul 2024
Tender Amount₹ 17,17,836 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 35,000Document Cost
₹ 5,000Tender Fee
₹ 2,027
Description
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Contact
Tender Id
2024_CEPW_124143_1Bid Award Id
ViewTender No
RE 05 dated 18.07.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Steel work, fixed independently without connecting plates, including cutting hoisting and fixing in position : Tees, angles and channels.
2.64
19581
7417.23
Providing and Fixing Concertina Coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced baebed 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 compelete 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/metre (cost of M.S. angle, C.C. blocks shall be paid separately.) (DSR No.16.53 303.65+30% escalation= 394.75 Mtr)
48.78
19255
394.75
12.5mm cement plaster inside 1:5
144.38
27947
193.57
20mm thick cement plaster 1:5 in two coat work.
64.31
17012
264.54
Scraping of Colour wash
856.81
6314
7.37
Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
128.52
10831
84.28
Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
856.81
124563
145.38
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
5.65
392
69.53
Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down
old paint.
48.48
3268
67.42
Dismantling brick or flagged stone flooring without concrete base
100.3
2958
29.5
Dismantling brick work tile, masonry or tile lining in cement
0.83
596
718.49
Dismantling cement conglomerate floors 25mm to 50mm thick without concrete base
457.57
27477
60.05
Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
457.57
496083
1084.17
Earth work in excavation in foundation, trenches etc. In all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around measonry in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 mtr.
4.05
776
191.74
Cement concrete 1:8:16 with 40mm gauge stone aggregate using concrete mixing volumetric type
9.74
35666
3661.83
First Class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
6.74
37579
5575.65
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.
82.62
56736
686.72
Shed
-
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- upto 15.00 mtr spam
34.52
389814
11292.42
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 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. 0.60 mm (+ 0.05 %) thick
220.72
147655
668.97
Applying priming coat with metal primer on new steel or iron work including preparation of surface.
107.45
2716
25.28
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
107.45
7471
69.53
Earth work in excavation in foundation, trenches etc. In all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around measonry in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 mtr.
12.23
2344
191.74
Cement concrete 1:8:16 with 40mm gauge stone aggregate using concrete mixing volumetric type
1.36
4980
3661.83
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
53.53
11842
221.24
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
12.45
72762
5844.41
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
4.56
35918
7876.91
Providing and Fixing Concertina Coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced baebed 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 compelete 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/metre (cost of M.S. angle, C.C. blocks shall be paid separately.) (DSR No.16.53 303.65+30% escalation= 394.75 Mtr)
67.07
26475
394.75
Steel work, fixed independently without connecting plates, including cutting hoisting and fixing in position : Tees, angles and channels.
3.08
22845
7417.23
Dismantling brick work tile, masonry or tile lining in cement
1.19
855
718.49
Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
6.97
3502
502.52
Cement Concrete 1:2:4 with stone ballast or shingle. Using concrete mixing volumetric type
1.19
6375
5357.74
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