Public Administrative Department Local Bodies Closing in 1 days TDR #58117879

Tender For Re-Construction Of Tubewell Chamber, Boundary Wall At Tubewell Booster Rn-112, Alongwith Construction Of Toilet Block At Tubewell Booster Crpf Ramdarbar, Ph-I, Chandigarh Under The Jurisdiction Of Sde Mcph-10, Chandigarh (Ch. To:- Civic Wo

Issued by Local Bodies · Chandigarh, Chandigarh
Tender Value
37.31 Lakhs
Estimated cost
Bid Submission
24 Oct 2026
1 days left
EMD
74625
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Re-Construction Of Tubewell Chamber, Boundary Wall At Tubewell Booster Rn-112, Alongwith Construction Of Toilet Block At Tubewell Booster Crpf Ramdarbar, Ph-I, Chandigarh Under The Jurisdiction Of Sde Mcph-10, Chandigarh (Ch. To:- Civic Works) Approx. Amount : Rs. 37,31,272/- Earnest Money : Rs.74,625/- Time Limit : 03 Months.

BOQ

Name of Work:- Re-Construction of T/well Chamber, boundary wall at T/well Booster RN-112, alongwith construction of Toilet Block at T/well Booster CRPF Ramdarbar, Ph-I, Chandigarh under the jurisdiction of SDE MCPH-10, Chandigarh (Ch. To:- Civic Works) APPROX. AMOUNT : Rs. 37,31,272/- EARNEST MONEY : Rs.74,625/- TIME LIMIT : 03 Months.
Sl. No. Item Description
1Part-A (Demolishing of Existing Chamber at T/well Booster RN-112)Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below. (DSR No.15.21.1)
2Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (DSR No.15.26)
3Demolishing mud phaska in terracing and disposal of material within 50 metres lead.(DSR No.15.27)
4Demolishing 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 (DSR No.15.7.4)
5Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR No.15.2.1)
6Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge (DSR No.15.3)
7Disposal 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 loads including all lifts involved.(DSR :15.60)
8Part -B (Contruction of New Chamber with Toilet Block and reconstruction of Boundary wall)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil (DSR No.2.6.1)
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) (DSR No 4.1.10)
10Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR No.6.1.2)
11Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR No. 6.4.2)
12Half brick masonry with F.P.S. bricks of class designation superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) (DSR No.6.13.2)
13Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). (DSR No. 4.10)
14Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : (1:2:4 ) (DSR No. 5.2.3)
15Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR No. 5.9.3)
16Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.(DSR No. 5.9.5)
17Providing 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 : (1:2:4)(Roof slab) (DSR No. 5.1.3)
18Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.3)
19Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo –Mechanically Treated bars (DSR No. 5.22.6)
2010 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : (With F.P.S. brick tiles) (DSR No. 12.16.1)
21Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. Roof DPC wall (DSR No.4.13)
22Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. (DSR No.12.22)
23Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase (DSR No.12.21)
24Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms (DSR No12.46)
25Providing & Fixing PVC pipe 100mm o/d 4kg / cm2 pressure for rain water including the cost of specials complete in all respects make:- suprem / Diplast. 110 mm dia (NSI)
2675 mm diameter (NSI)
27Kota 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 cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (DSR No11.26.1)
2812 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) (DSR No13.1.1)
29Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand) :Flush / Ruled/ Struck or weathered pointing .Out Side(DSR No.13.31.1)
30Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement andmatching pigment etc., complete. (DSR No. 11.37)
31Providing and fixing Ist 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. (DSR No.8.31)
32Renewing glass panes, with putty and nails wherever necessary: Float glass panes of thickness 4 mm (DSR No.14.5.1)
33Steel 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. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR No. 10.25.2)
34Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete Fixed to steel windows by welding. (DSR No.9.48.1)
35Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces. ((DSR No. 10.5.1)
36Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (DSR No13.91)
37Providing 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. (DSR No 13.80)
38Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture (DSR No. 13.48.3)
39Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:.1 One or more coats on old work. (DSR Item No.13.98.1)
40Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DSR No.13.47.1)
41Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work, including cutting chases and making good the wall etc.1216 (16 mm OD) pipe (DSR No. 18.2.1)
421620 (20 mm OD) pipe (DSR No. 18.2.2
43Providing and fixing brass bib cock of approved quality :- 15 mm nominal bore (DSR No.18.15.1)
44Providing and fixing CP brass angular stop cock of approved quality :- 15 mm nominal bore (DSR No.18.16.1)
45Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (DSR No.17.7.1)
46Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe. 32 mm dia (DSR No.17.28.1.1)
47Providing 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. (DSR No.18.48)
48Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 15 mm nominal bore. Weighing not less than 32 gms. (DSR No.18.75.1)
49Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D.plastic ball. 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. (DSR No. 18.62.1)
50Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 25 mm nominal bore (DSR No.18.20.3)
51Providing and fixing uplasticised PVC connection pipe with brass unions 15 mm nominal bore (DSR No.18.21.1.1)
52Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :- 100 mm inlet and 75 mm outlet (DSR No. 17.60.2.2)
53Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 100x100 mm size P type With F.P.S. Bricks class designation 75 (DSR No.19.4.1.1)
54Providing PVC floor trap confirming to ISI Specification of reputed firm 75mm i/d (NSI)
55Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :- White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. (DSR No.17.1.1)
56Extra for P/F 32mm dia CP brass flush pipe with clips. (NSI)
57Providing and fixing PVC soil, waste and vent pipes :- 110 mm dia. (NSI)
58Providing and fixing PVC soil, waste and vent pipes :- 80 mm dia. (NSI)
59Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150mm dia (DSR No.19.1.2)
60Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. Pipes including bed concrete as per standard design 150 mm diameter S.W. pipe (DSR No.19.2.2)
61Constructing 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 1:2:4 mix (1 cement : 2 coarse sand : 4 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 : Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5(RCC cover & frame will be used instead of CI cover & frame) less for C.I.cover & frame (DSR No.19.30.1.1)
62Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (RCC cover & frame will be used instead of CI cover & frame) less for C.I.cover & frame (DSR No.19.7.1.1)
63Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions (DSR No.19.19.1.1)
64Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In- Charge. (DSR No. 14.1.1)
65Regrading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per directions of Engineer-In-Charge. (DSR No.14.13)
66Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc.complete :- For pipes 100 to 250 mm diameter (DSR No.19.21.1)
67Earthing of sheet metal/iron clad switches and metallic cases etc. with GI stranded wire 7/12 S.W.C. (7/2.80mm) in 20mm dia GI pipe partly recessed and partly on surface complete with 135 cm long 50mm dia GI earth pipe with GI reducing socket (50mmx20mm) including erection of the same 4 mtr below ground level with necessary charcoal and slat mixture etc. upto 9 mtr. In length (including boring and refilling) (NSI)
68Sheet Metal/iron Clad Switches Supply and erection of sheet metal/iron clab switch on existing surface with GI bolts & nuts/rag bolts and nuts etc. according to the size of the holes in the body of switch, including bonding to the existing earth. (i) Sheet metal/ iron clad double pole switch 16 Amp. 240 Volts.(NSI)
69Providing and fixing of 48\\" ceiling fan of reputed make such as Crompton /Bajaj/ Philips (NSI)
70Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. Group A (DSR E&M No. 1.8.1)
71Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. (DSR E&M No.1.12)
72Providing and fixing of 40 watt LED Tube light of reputed make Bajaj/ Philips/Havells (NSI)
73Providing and fixing of 12\\" (300mm) exhaust fan of reputed make such as Crompton /Bajaj/ Philips (NSI)
74Providing and fixing of LED Flood light 50 Watt including cost of copper wire 1.5 mm complete in all respects make Havells/Phillips/Surya (NSI)
75Providing and fixing of welded mesh on the wall size of panel size 2 Mtr X 1 Mtr with wire mesh 25mmX25mm with 10 gauge wire welded on 20mmX6 mm flat with angle 40X40X6 mm including cost of primer and black duplex multi surface paint and cost of fixing of CC 1:2:4 etc. complete in all respects (NSI)
76Providing and replacement of old/ burnt aluminium armoured cable 95mm² 3.5 core including cost of thimbles etc. complete make Havells/ BCH/Polycab/ KEI (NSI)
77Extra for providing of submersible flat cable 16mm2 3 core make BCH/ L&T (NSI)
78Shifting of control panel of T/well from old Chamber to new chamber including disconnection, reconnection all Elect. Connections etc. complete in all respects (NSI)
79Earthing to electric control panel, motor etc. with 2nos. copper wire of 8 SWG (4mm dia)in 15mm dia G.I. Pipe partly recessed and partly on surface with G.I. Reducer (50mm x15mm),1.35mt.long 50mmdia and 2.65mt.long 15mmdia G.I. Pipe 4mt below ground level with necessary charcoal and salt mixture etc. including boring and refilling upto control panel and pump motor in 15mm dia G.I. Pipe recessed in wall and floor as required including cost of thimbles etc.(2 station earthing) (NSI)
80Recovery for old bricks
81Recovery for Steel Bars for RCC work (2.04 cum @ 75kg/Cum) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58117879
AUTHORITY Local Bodies
TENDER VALUE 37.31 Lakhs
LAST DATE 24-10-2026
Authority
Authority Name Municipal Corporation
Work Description Tender for Re-Construction Of Tubewell Chamber, Boundary Wall At Tubewell Booster Rn-112, Alongwith Construction Of Toilet Block At Tubewell Booster Crpf Ramdarbar, Ph-I, Chandigarh Under The Jurisdiction Of Sde Mcph-10, Chandigarh (Ch. To:- Civic Works) Approx. Amount : Rs. 37,31,272/- Earnest Money : Rs.74,625/- Time Limit : 03 Months.
Basic Detail
Tender No MCPH3/2026/374
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 19 Oct 2026
Submission Date 24 Oct 2026
Open Date 24 Oct 2026
Finance
Tender Value 37.31 Lakhs
Tender Fee 3000
EMD 74625
Exemption Not Available
Document List
4b5c5f1b-8c64-428e-a052-0f72a9896b3f.html
BOQ_118348.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 24, 2026
17:00 IST

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Upcoming · 1 day
Oct 24, 2026

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