Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Civil And Construction
Building Construction
Eprocure
Opening Date7 Feb 2025
Closing Soon14 Feb 2025
Tender Amount₹ 40,84,708
Costs
EMD
₹ 81,694Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CHD_84639_1Tender No
CP4/2025/1968010Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.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 excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (As per DSR 4.1.2)
4.96
8115
40253.62
... More
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (As per DSR 4.1.10)
14.83
6342
94060.76
... More
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) (As per DSR 4.10)
12.9
399
5156.9
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Brick work with common burnt clay modular bricks of class designation7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR 6.2.1)
9.36
6329
59241.97
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR 6.4.1)
23.57
9092
214299.62
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (As per DSR 5.1.2)
58.25
8801
512687.96
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Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts (As per DSR 5.9.6)
377.12
935
352735.42
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR 5.22A.6)
2387.93
104
250589.37
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Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (As per DSR 8.31)
118.11
1233
145714.67
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Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading (As per DSR 9.135.2)
20.93
1194
25008
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (As per DSR 10.10)
3588.11
114
409690.4
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufacturedfrom high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover (As per DSR 10.6.1)
8.18
3554
29076.3
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Providing and fixing ball bearing for rolling shutters. (As per DSR 10.7)
2
479
958.12
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Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike¬ plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) (As per DSR 10.14.1.2)
128.05
555
71067.75
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Welding by gas or electric plant including transportation of plant at site etc. complete. (As per DSR 10.22)
500
3
1800
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Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement (As per DSR 11.19.1)
32.21
1492
48069.88
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick (As per DSR 11.26.1)
505.64
1895
958516.47
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Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (As per DSR 11.27)
28.38
2291
65021.99
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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (As per DSR 13.4.1)
129.26
347
44943.7
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6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) (As per DSR 13.16.1)
154.05
292
45034.98
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Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (As per DSR 13.46.1)
209.81
156
32784.91
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Distempering with 1st quality acrylic distemper (ready mixed) having VOCcontent less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (As per DSR 13.41.1)
129.26
180
23349.53
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (As per DSR 13.80)
129.26
151
19626.84
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Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade One or more coats on old work (As per DSR 13.99.1)
20
100
2000.4
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Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (As per DSR 14.5.1)
16.74
1061
17764.49
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (As per DSR 15.2.1)
7.71
2368
18261.37
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (As per DSR 15.7.4)
32.61
2004
65369.03
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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : Of area 3 sq. metres and below (As per DSR 15.12.1)
12
357
4287.48
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Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. (As per DSR 15.19)
130
3
487.5
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (As per DSR 15.56)
129.26
53
6872.75
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Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm per coat (As per DSR 22.23)
118.3
460
54433.38
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For horizontal surface one coat @1.10 kg per sqm. (As per DSR 22.23.2)
55.38
353
19549.14
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Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 50mm average thickness (As per DSR 26.28.2)
106.39
249
26536.86
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Providing and fixing 4 nos. angle of size 50x50x6mm vertically with the help of ties made out of M.S. Flat 25 x 5mm @ 1'-0" c/c for strengthening around existing columns properly welded to act as bracing at all heights including the cost of cutting, straigtheneing fixing in position welding etc including one coat of ready mixed red oxide zinc chromate primer of approved brand and manufacture but excluding the cost of scaffolding complete in all respect as per the directions and to the entire satisfaction of Engineer-in-Charge. (N.S.)
1806.85
146
265137.17
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Providing and fixing of IRC welded steel wire fabric of required width having rectangular mesh minimum 1" x 1" or size as per manufacturer specification of 10 gauge wire completely fixed over the existing frame of M.S. flat around column properly welded with frame complete in all respect to the entire satisfaction of Engineer-in-Charge. (N.S.)
64.22
510
32768.26
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Moistening the surface properly and applying acrylic polymer (acrocrete/pidlite/master crete) coating mixed with cement for proper bonding of old and new concrete in two coats @ 0.2 kg.per 1 Kg of cement complete in all respect to the entire staisfaction of Engineer-in-Charge. (N.S.)
106.39
253
26917.73
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Dismantling of existing M.S. angle frame (embedded in cement concrete) fixed in boundary wall and refixing the same after raising the height of boundary wall. The M.S. angle is to be fixed in cement concrete block of 1:2:4. The angle is to be painted with two coats of synthetic enamel paint complete in all respects and to the entire satisfaction of the Engineer in charge. (N.S.)
28
990
27720
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