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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC 623 A SMALL FLAT SECTOR 38 DHANAS CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹3.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 LRejected-Finance M S PRITPAL ENTERPRISES S C O NO 43 IST FLOOR SECTOR 41D CHANDIGARH | ₹3.7 L | L2 | Rejected-Finance Due to Higher rates |
| 3 | L3₹3.9 LRejected-Finance H NO 2228 3 SECTOR 45 C CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹3.9 L | L3 | Rejected-Finance Due to Higher rates |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹6.0 L
EMD Value
₹12,067
Closing Date
13 Jan 2026, 11:00 amClosed
Er Sanjay Sahni
Er Sanjay Sahni
Renovation in the Building of Dog Squad unit, Police line Sector 26, U.T. Chandigarh.
2026_CHD_89929_1
PH8/2025/2510190/197
Open Tender
Public Health Products
90 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹12,067
19 Feb 2026
7 Jan 2026
13 Jan 2026
7 Jan 2026
13 Jan 2026
7 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. .2.6
All kinds of soil .2.6.1
Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : .2.10.
All kinds of soil .2.10.1
Pipes, cables etc, not exceeding 80 mm dia. .2.10.1.1
Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia .2.10.1.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : .4.1
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .4.1.3
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.10
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: .4.2
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .4.2.3
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). .4.2.8
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: .6.1
Cement mortar 1:4 (1 cement : 4 coarse sand) .6.1.1
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 : .6.4
Cement mortar 1:4 (1 cement : 4 coarse sand) .6.4.1
12 mm cement plaster : .13.4
1:4 (1 cement : 4 coarse sand) .13.4.1
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. .15.2
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) .15.2.1
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. .15.25
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. .15.6
Providing and fixing soil, waste and vent pipes : .17.35
100 mm dia .17.35.1
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 .17.35.1.2
75 mm diameter : .17.35.2
Centrifugally cast (spun) iron socketed pipe as per IS: 3989 .17.35.2.2
Providing and fixing collar : .17.57
Sand cast iron S&S as per IS - 3989 .17.57.1.2
Sand cast iron S&S as per IS - 3989 .17.57.2.2
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : .17.58
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost ofcutting and making good the walls and floors : .17.6
100 mm inlet and 75 mm outlet .17.60.2
Sand cast iron S&S as per IS - 3989 .17.60.2.1
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. .18.1
Internal Work- Exposed on wall .
15 mm dia nominal bore .18.10.1
20 mm dia nominal bore .18.10.2
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : .18.11
15 mm dia nominal bore .18.11.1
20 mm dia nominal bore .18.11.2
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : .18.17
20 mm nominal bore .18.17.1A
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : .18.18
20 mm nominal bore .18.18.2
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : .18.38
15 mm diameter pipe .18.38.1
20 mm diameter pipe .18.38.2
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : .18.46
15 mm diameter pipe .18.46.1
20 mm diameter pipe .18.46.2
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. .18.48
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 .18.53
15 mm nominal bore .18.53.1
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. .18.53A
Cutting holes up to 30x30 cm in walls including making good the same: .18.76
With common burnt clay F.P.S. (non modular) bricks .18.76.1
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. .18.77
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: .19.3
Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : .19.30.3
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 .19.30.3.1
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards .NSR
15 mm nominal bore .
Providing and fixing C.P. Soap dish holder complete in all respect as per entire satisfaction and approval of make by EIC. .NSR
Providing and fixing C.P Cup heavy duty .NSR
Providing and fixing CP Towel rail 600 mm complete in all respect as per entire satisfaction and approval of make by EIC. .NSR
Providing and fixing of C.P. Steel Grating Heavy (With hole without hole) size 4" i/d(Viking or equivalent with 114gram wt.) .NSR
Providing and fixing CP Towel ring complete in all respect as per entire satisfaction and approval of make by EIC. .NSR
Providing and fixing of SFRC inspection chamber cover 600x600x35 mm thick made out of M.S. angle iron size 35x35x5 mm and TMT bars 10 mm i/d both sides incluing cutting welding and fixing with cement concrete 1:1 1/2 :3 complete .NSR
Provinding and fixing of SFRC G.T. cover 375x375x25 mm thick made out of M.S. angle iron size 25x25x5 mm thick with fixing wire mash 1"x1" of 10 guage incluing cutting welding and fixing with cement concrete 1:1 1/2 :3 complete .NSR
Providing and fixing PVC Pipe 4" (100mm Nominal bore) i.e. 6 Kg/ sq pressure complete in all respect .NSR
Providing and fixing PVC Pipe 6" (100mm Nominal bore) i.e. 6 Kg/ sq pressure complete in all respect .NSR
Construction of curb with CC 1:2:4 along with upto 1.00 depth for made it proof water including cost of sand, bajri complete in all respect. .NSR
Providing and fixing of tank nipple complete in all respect .NSR
Providing and fixing Hand Shower (Health Faucet) (ABC Body) with 1 metre long easy flex tube in chrome finish and wall hook complete make Jaquar model ALD - 585 or equal vent in the same price range of AOR .NSR
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