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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | First₹83.4 LAccepted-AOC | ₹83.4 L | First | Accepted-AOC Responsive |
| 2 | Second₹83.5 LRejected-AOC T STATE BANJARAWALA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹83.5 L | Second | Rejected-AOC Non- Responsive |
| Sl No | Description | Qty | Unit | SAINKO SYSTEMS L1 | SHREE BALAJI ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 34.56 | Cum | 260 ₹8,985.60 | 255 ₹8,812.80 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 22.22 | Cum | 195 ₹4,332.90 | 200 ₹4,444 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 3.33 | Cum | 2,120 ₹7,059.60 | 2,000 ₹6,660 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.52 | Cum | 6,800 ₹10,336 | 6,900 ₹10,488 |
| 5.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 4.46 | Sqm | 405 ₹1,806.30 | 415 ₹1,850.90 |
| 6.00 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg 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. | 4.46 | Sqm | 147 ₹655.62 | 140 ₹624.40 |
| 7.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 15.93 | Sqm | 748 ₹11,915.64 | 740 ₹11,788.20 |
| 8.00 | 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-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.16 | Cum | 9,040 ₹64,726.40 | 9,000 ₹64,440 |
| 9.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.62 | Cum | 10,800 ₹1.0 L | 10,000 ₹96,200 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 16.98 | Sqm | 390 ₹6,622.20 | 400 ₹6,792 |
Tender Value
₹83.5 L
EMD Value
₹1.7 L
Closing Date
28 Oct 2025, 3:00 pmClosed
Project Manager
BRIDCUL Office, Rautela Colony, Mukhani Haldwani
INSTALLATION, TESTING, COMISSIONING WORK OF FIRE HYDRANT SYSTEM AND RELATED WORKS IN LEESA DEPOT, HANUMANGARHI, KATHGODAM DISTRICTNAINITAL
2025_BRID3_88061_1
BRIDCUL/HLD/02/2025-26
Open Tender
Electrical Works
270 days
GOLAPAR, KATHGODAM
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Project Manager
₹1.7 L
BRIDCUL Office, Rautela Colony, Mukhani Haldwani
9 Dec 2025
14 Oct 2025
28 Oct 2025
14 Oct 2025
28 Oct 2025
18 Oct 2025
18 Oct 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg 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.
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
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-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, piers, abutments, posts and struts
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.
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.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand )
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 1:6 (1 cement : 6 coarse sand)
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Providing and fixing fly proof galvanized M.S. 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 0.63 mm all complete. With 12 mm mild steel U beading
Providing and fixing aluminium sliding door bolts, IS] marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100x10 mm
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 75 mm
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 strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall.
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content 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
Finishing 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
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : (a) Horizontal type, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plastered with anti vibration pads Capacity 2850 LPM 70 m Head at 7.0 Kg/cm2 delivery pressure for Fire Hydrant Network.
Installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump) Horizontal type, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.Suitable HP, water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. Capacity 2850 LPM 70 m Head at 7.0 Kg/cm2 delivery pressure for Fire Hydrant & Sprinkler Network.
Installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads Capacity 180 LPM 70 m Head at 7.0 Kg/cm2 (Jockey Pump).
Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc, with charcoal/ coke and salt as required.
Providing & Fixing 25 mm x 5 mm. G.I. strip in 40 mm dia. G.I. Pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
Providing & fixing 25mm x 5mm G.I. strip on surface or in recess for connections etc. as required.
Providing and Fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
Supplying and installing following size of painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient section, joined with connectors, suspended from of ceilling with M.S. suspenders and including bolts & nuts, painting suspenders etc as required. 100 mm width X 50 mm depth X 1.6 mm thickness
Supplying and installing following size of painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient section, joined with connectors, suspended from of ceilling with M.S. suspenders and including bolts & nuts, painting suspenders etc as required. 300 mm width X 50 mm depth X 1.6 mm thickness
Laying and fixing of One number PVC Insulated and PVC Sheathed/XLPE power cable of 1.1 kV grade of following size on wall surface as required. Upto 35 sq. mm (clamped with 1mm thick saddle)
Laying and fixing of One number PVC Insulated and PVC Sheathed/XLPE power cable of 1.1 kV grade of following size on wall surface as required. Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminiun conductor cable of 1.1 KV grade as required. 3.5 x120 sq. mm (45mm).
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminiun conductor cable of 1.1 KV grade as required. 3.5 x35 sq. mm (32mm).
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminiun conductor cable of 1.1 KV grade as required. 3.5 x16 sq. mm (25mm).
Installing, testing and commissioning 0 to 12 Kg/ cm2 ON/OFF pressure switch in delivery line of pump along with control wiring for auto starting and auto stopping of hydrant and jockey pumps.
Installation, testing, trial run and commissioning of hydrants all complete as required and as approved M.S. fire hose cabinet (750x600x250) made out of 16 gauge M.S. sheet capable of accommodating hose pipes, fitings & accessories. The box shall have a front glass door with lock and key arrangement & shall be painted with post office red colour (approval shall be taken on the basis of submitted sample before ordering) - for external hydrant.
63mm dia single outlet SS landing valve IS marked with suitable size bolts, nuts, washers and gaskets.
63mm reinforced rubber hoses (RRL) with male and female SS coupling, IS marked- 15 m long
Installation, testing and commissioning ss orifice plates in pipelines to reduce pressure from 8 kg. to 3.5 kg/sq.cm.
Installing, testing & commisioning of fire brigade inlet connection (fire department connection) consisting of 4 Nos. 63 mm dia instantaneous inlet arranged on a 50 mm dia header, 4 way 15 mm dia
Installation of Butterfly Valves of rating PN 1.6 with mating flanges generally as specified all complete. 150 nominal bore
Installation of Butterfly Valves of rating PN 1.6 with mating flanges generally as specified all complete. 100 nominal bore
Installation of Butterfly Valves of rating PN 1.6 with mating flanges generally as specified all complete. 80 nominal bore
Installation of cast iron non-return valve of rating PN 1.6 dule ISI marked with flanges generally as specified complete 150 nominal bore
Installation of cast iron non-return valve of rating PN 1.6 dule ISI marked with flanges generally as specified complete 200 nominal bore
Installation testing & commissioning double flanged 'Y' strainers with M.S. body and SS 40-grade mesh strainer. 80 mm nominal bore
Installation testing & commissioning double flanged 'Y' strainers with M.S. body and SS 40-grade mesh strainer. 150 nominal bore
Providing, laying, testing & commissioning of “C” class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fitting like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamps/ support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 200 mm dia (wall thickness 6.3mm )
Providing, laying, testing & commissioning of “C” class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fitting like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamps/ support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 150 mm dia
Providing, laying, testing & commissioning of “C” class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fitting like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamps/ support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 100 mm dia
Providing, laying, testing & commissioning of “C” class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fitting like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamps/ support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 80 mm dia
Providing, laying, testing & commissioning of “C” class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fitting like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamps/ support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 50 mm dia
Providing, laying, testing & commissioning of “C” class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fitting like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamps/ support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 25 mm dia
Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding 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.Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia.
Installation, testing and commissioning of Pressure vessels 450mm diameter and 1000mm high fabricated from 8-10mm M.S. plate with accessories inside painting with epoxy paint and outside with enamel.
fixing, testing & commissioning of resilient rubber lined single arch vibration eliminators suitable for raw water up to 45 deg. C temperature, working pressure 8.8 Kg/cm2 and test pressure 14 Kg/cm2 for :- 150 mm dia
fixing, testing & commissioning of resilient rubber lined single arch vibration eliminators suitable for raw water up to 45 deg. C temperature, working pressure 8.8 Kg/cm2 and test pressure 14 Kg/cm2 for :- 80 mm dia
Installation, testing and commissioning of tripple purpose nozzles made of ss capable of jet and spray operation with instaneous type 63 mm dia coupling complete
Installation, testing and commissioning of Foam monitor 63 mm dia flow 1750 to 4000 lpm fitted on pipe line at designated locations. Complete
Installation, testing and commissioning of mobile foam unit Trolley : Steel EPE Powder Coating Tank : Fibre Glass or Stainless Steel Inductor : 0% - 6% at 225 Lt/Min Foam Branchpipe : Aluminum Alloy Male Instantaneous Connection to BS 336 Hose : One/Two length of 63mm X 15 meter Fire Hose. capacity 100 lits of low expansion foam
Providing & fixing of wrapping coating of pipe line with 4mm thick tar cloth from 80 mm to 150 mm dia ms pipes All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
Providing & Fixing of Control Cabling (PVC insulated and PVC sheathed, armoured, Copper Conductor of 1.1 KV grade on existing cable trays). 5C x 1.5 Sq. mm
SITC of onground galvanized steel water tanks made from zinc aluminium sheets with lining flangeswith Inlet & out let with Require Valve complete in all respect
SITC of ball foot valve for fire pumps make normex.150 mm diaComplete in all Respect
SITC of ball foot valve for fire pumps make normex. 100 mm dia Complete in all Respect
SHREE BALAJI ASSOCIATES (BID ID -404044)
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