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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 CrAccepted-AOC 4B TOWN SQUARE CHINAR PARK RAJARHAT KOLKATA 700 136 | ₹29.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹30.1 CrRejected-Finance 1 CROOKED LANE ROOM NO 205 2 FLOOR KOLKATA 700069 WEST BENGAL PH 9167480150 | ₹30.1 Cr | L2 | Rejected-Finance rejected being to be 2nd lowest |
| Sl No | Description | Qty | Unit | Tribeni Constructions Limited L1 | NARAYAN KUMAR INFRASTRUCTURE PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 2,959.28 | CUM | 212 ₹6.3 L | 212.5 ₹6.3 L |
| 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 and for all lift. | 4,861.75 | CUM | 160 ₹7.8 L | 160.25 ₹7.8 L |
| 3.00 | 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 | 120.56 | CUM | 5,565 ₹6.7 L | 5,610 ₹6.8 L |
| 4.00 | 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) | 5.41 | CUM | 7,385 ₹39,952.85 | 7,395 ₹40,006.95 |
| 5.00 | 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) | 2.06 | CUM | 8,860 ₹18,251.60 | 8,938 ₹18,412.28 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 14 | SQM | 320 ₹4,480 | 323 ₹4,522 |
| 7.00 | Suspended floors, roofs, landings, balconies and access platform | 10.63 | sqm | 760 ₹8,078.80 | 762 ₹8,100.06 |
| 8.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 35.28 | SQM | 790 ₹27,871.20 | 791 ₹27,906.48 |
| 9.00 | 12mm thick Plaster (1:6) in Brick Wall | 854.5 | SQM | 280 ₹2.4 L | 282 ₹2.4 L |
| 10.00 | 15mm thick Plaster (1:6) on rough Surface in Brick Wall | 668.87 | SQM | 325 ₹2.2 L | 326 ₹2.2 L |
Tender Value
₹30.2 Cr
EMD Value
₹55.2 L
Closing Date
6 Mar 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, E-32 JUDGE FARM, HALDWANI, DISTRICT-NAINITAL 263139.
CONSTRUCTION OF SURFACE PARKING IN THE PREMISES OF METROPOL HOTEL (ENEMY PROPERTY) AT NAINITAL , DISTRICT-NAINITAL
2026_MDPEY_92017_1
371/nivida haldwani/21 dated 13/02/2026
Open Tender
Civil Works
540 days
Nainital
as per tender documents
2 documents required · 2 mandatory
₹11,800
PM CONSTRUCTION UNIT UKPJN HALDWANI
₹55.2 L
GM Construction Wing UKPJN Haldwani
14 May 2026
14 Feb 2026
11 Mar 2026
14 Feb 2026
6 Mar 2026
21 Feb 2026
18 Feb 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, lift upto 1.5 m, 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 and for all lift.
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 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
Suspended floors, roofs, landings, balconies and access platform
Columns, Pillars, Piers, Abutments, Posts and Struts
12mm thick Plaster (1:6) in Brick Wall
15mm thick Plaster (1:6) on rough Surface in Brick Wall
Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. 20mm dia.& 225 mm length
Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 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)
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 m.
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement
Medium shade pigment using 50% white cement 50% Grey cement
Dark shade pigment using ordinary cement
Providing and fixing 10x10x7.50 cm Cobble (Granite) stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Steel 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. In stringers, treads, landings etc. of stair cases, including use chequered plate wherever required, all complete
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 0.80 mm thick with zinc coating not less than 275 gm/m?
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
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials All kinds of soil
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
All works above plinth level upto floor V level
Add for using extra cement in the items of design mix over and above the specified cement content therein.
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)
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
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 400 mm dia
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 400 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing(CM) pipe of required dia, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge.
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge.
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge.
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :
Excavating trenches upto 1.5 meter depth in all kind of soil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. (i) Pipes, cables etc, not exceeding 80 mm dia.
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 50m: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
Pipes exceeding 300 mm diameter
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C./HDPE pipes including bed concrete as per standard design: 150 mm diameter
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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 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 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing , balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube.
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia (Column Pipe)
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Heavy Weight Beams HB 200 @37.30 KG/M 4Rmt x 4 Nos= 16.00 x 37.30=596.80 KG
Providing & Fixing 600 X 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete
Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water ( 250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
Providing and fixing 8 mm dia C.P./ S.S. Jet (Health Faucet) with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge
Providing & fixing Polypropylene Silent Bottle trap with 50 mm clear water seal fitted with built-in Air Admittance valve of adequate capacity with factory supplied extension piece. 32 mm dia (for Wash Basin)
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia (for Sink)
Providing and fixing toilet paper holder : C.P. brass
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
Providing and fixing towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single socketed pipes 110 mm dia
Providing and fixing on wall face unplasticised - PVC moulded fittings / accessories for unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Bend 87.5o 110 mm bend
Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - Rigid PVC rain water pipes by means of 50x50x50 mm hard wood plug screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
Making 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 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. Internal work exposed on wall 15mm nominal outer dia pipes
20mm nominal outer dia pipes
25mm nominal outer dia pipes
32mm nominal outer dia pipes
40mm nominal outer dia pipes
50mm nominal outer dia pipes
Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chase and making good the wall etc. 15mm nominal outer dia pipes
20mm nominal outer dia pipes
25mm nominal outer dia pipes
32mm nominal outer dia pipes
Providing, fixing G. I. pipes complete with G. I. fittings and clamps including cutting and making good the walls etc. (internal work) - (Exposed on wall) 40mm dia nominal bore
50mm dia nominal bore
65mm dia nominal bore
Painting G. I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work. 40mm dia nominal bore
50mm dia nominal bore
65mm dia nominal bore
Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats). 15 mm nominal bore
20 mm nominal bore
25 mm nominal bore
Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore
65 mm nominal bore
Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 80 mm dia
Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 80 mm dia
Providing and fixing 15 mm nominal bore brass stop cock of approved quality.
Providing & fixing 15 mm nominal bore 45 cm long unplasticised PVC connection pipe with brass unions.
Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931.
Providing 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 fitting and base support for tank. 5000 litres capacity
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - 15 mm dia nominal bore
20 mm dia nominal bore
25 mm. dia nominal bore
32 mm. dia nominal bore
Providing, fixing G. I. pipes complete with all required G. I. fittings including trenching and refilling etc. (external work) Municipal and borewell line to fill UGT, Domestic and Flushing line upto building riser line 40 mm. dia nominal bore
65 mm. dia nominal bore
80 mm. dia nominal bore
Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 40 mm. dia nominal bore
50 mm. dia nominal bore
65 mm. dia nominal bore
80 mm. dia nominal bore
Painting G. I. Pipes & fittings with two coats of anti-corrosive bitumastic paint of approved quality 40 mm. dia nominal bore
65 mm. dia nominal bore
80 mm. dia nominal bore
Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
20 mm nominal bore
32 mm nominal bore
40 mm nominal bore
65 mm nominal bore
80 mm nominal bore
Making connection of G.I.distribution branch with G.I.mains of following size by providing and fixing Tee, including cutting and threading the pipe etc. complete. 25 to 40 mm. Nominal bore
Fixing water meter and stop cock in G.I.pipe line including cutting and threading the pipe and making longscrews etc.complete ( cost of water meter and stop cock to be paid seperately )
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design
Constructing brick masonry chamber 600 x 450 x 500 mm, inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Water Meter complete with C. I. double flap surface box 400x200x200 mm (inside) with locking arrangment and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size) necessary excavation,foundation concrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design
Constructing brick masonary road gully chamber 110x50x77.5 cm with F.P.S. brick in cement mortar 1 : 4 (1 cement : 4 coarse sand) including 500 x 450 mm pre cast RCC horizontal grating with frame and vertical grating complete as per standard design.
Constructing brick masonry manhole with F.P.S. bricks in cement mortar 1 : 4 (1 cement : 4 coarse sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm 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 (1cement 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimension total wt. of cover & frame to be not less than 38 kg (wt. of cover 23 kg and wt. of frame 15 kg)
Extra for depth for manhole with F.P.S. bricks size 90 X 80 cm
Making connection of sewer/drain line with existing manhole including breaking into & making good the wall, 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 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete For pipes 250 to 300 mm diameter
Supply, laying & jointing of ISI marked ERW Mild Steel pipes (class C - heavy duty) (as per IS:1239 for upto 150 mm dia and IS:3589 for 200 mm and above) including all fittings i.e. reducer, elbows, tees, flanges, washers, nuts, boltsetc. below ground including transportation of all materials to work site, earth work in excavation in all kinds of soil upto 1.50 meter depth, edge preparation, jointing by welding, laying the pipes in trenches in proper alignment, back filling the trenches in layers of 20 cms, consolidation of each deposited layer, watering, ramming, disposal of surplus earth within a lead of 200 m and as directed, Hydrostatic testing of system at 1.5 times of operating pressure or 15 kg / sq cm whichever is higher and as specified, providing 1:2:4 concrete thrust blocks of suitable size at all bends, tees and junctions with form works, completing the work in all respect as per drawings & direction of the Engineer-in-charge. The rates will include providing and laying 4 mm thick "Pypkote" tar based polymeric corrosion protection tape over coat of zinc chromate primer as per manufacturers specs, as directed and as per IS:10221. 150 mm dia
Supply, erection and testing of ISI marked ERW M.S. pipes (Class C - heavy duty) and specials etc. (as per IS:1239 for upto 150 mm dia and IS:3589 for 200 mm and above) for above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite, cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e. bends, tees, reducers, flanges, expansion joints and bellows wherever required, washers, nuts, bolts etc. in proper position including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other instruments etc. Hydrostatic testing of system at 1.5 times of operating pressure or 15 kg / sq cm whichever is higher and as specified, flushing & cleaning by water etc. complete as per drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports (Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / dash fastner and washer for hydrant / sprinkler piping, for 150 mm dia pipe the support will be through 50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as the case may be. upto 40 mm dia. pipe threaded fittings and threaded joints shall be provided (by white lead and spun yarn) and for 50 mm dia & above pipes welded joints shall be used. The Ductile iron fittings or Malleable Iron (IS : 1879) fittings shalll be heavy duty suitable to withstand at least a pressure of 150% of maximum working pressure with minimum of 15kg/cm2. 50 mm dia
80 mm dia
100 mm dia
150 mm dia
200 mm dia (wall thickness 6.3 mm)
250 mm dia (wall thickness 6.3 mm)
300 mm dia (wall thickness 7.1 mm)
Providing, fixing, jointing and testing in position ISI marked (IS : 1239) G.I pipes (Medium class-B) (with screwed jointing by teflon tape) for dry piping of water curtain system complete with all necessary G.I fittings i.e. sockets, elbows, tees, bends, reducers, unions, plugs, supports, clamps, Hangers etc. The Galvanization shall conform to IS : 4736. The work shall include the painting with two primer coat by zinc chromate primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other instruments etc. Hydrostatic testing of system at 1.5 times of operating pressure or 15 kg / sq cm whichever is higher and as specified, flushing & cleaning by water etc. complete as per drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports (Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / dash fastner and washer. 150 mm dia
Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Stainless Steel cap and chain as required :
Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required. 50 MM NB
Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required 100 MM NB
Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.
Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required 50 NB
Providing and fixing C I body flanged S S strainer fabricated out of 1.6 mm thick Stainless Steel 304 sheet having 3 to 5 mm dia perforation. 200 mm dia
Providing ISI marked RRL (IS : 636, type-A) fire hose pipe 15 meter long and 63 mm dia with ISI marked (IS : 903) suitable for hydrostatic test pressure 21 kg/sqcm, Stainless steel male and female coupling bound and rivetted to hose pipes with copper rivets and copper wire complete as required.
Providing Stainless steel ISI marked 63 mm. dia. male Instantaneous pattern short branch pipes with 20 mm dia. Nozzle as per IS : 903, suitable for hydrostatic test pressure 21 kg/sqcm and suitable for interconnections to hose pipe coupling as required.
Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 2 way-100 mm dia M.S. Pipe
4 way - 150 mm dia M.S. Pipe
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil 11-1-1-1 Upto 3 m depth
Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard rock
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 (Nominal mix 1:3:6)
Nominal mix 1:2:4
R.C.C. grade M 25
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 Height 5m to 10 m
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar 1:4
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)
Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading I - 37.5mm nominal size
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. (Low Porosity)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying bituminous Concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-30
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M35 With Batching Plant, Transit Mixer and Concrete Pump
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 Using Batching Plant, Transit Mixer and Concrete Pump For solid slab & other super-structure, Height 5m to 10m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra)
Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro– reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.
Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications.
Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.
PVC Traffic Cones (750 mm height): Supply of PVC Traffic Cones of 750 mm height and 3.5 kg weight with square base and 3 strips of 10 mm wide reflective sheets around the cone.
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
AFP (Aluminum-backed flexible prismatic sheeting) Hazard Marker: Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956 09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation.
Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm equilateral triangle
600 mm Circular
Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Reinforced Cement Concrete
Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar
Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Cement Concrete
Providing and fixing Cast Iron Powder coating Beanch for 4-seater all complete as per Engineer in charge
Providing mural Arts decorative theme on the walls for giving visual feel to the visitors, tourists etc., includes overall cleaning of surface of walls painting one primary coat and two coats of acrylic emulsions medium of APEX ultima, weather proof exterior paintings and as per direction of concerned officials of VMC and as per approved design etc., cost including all materials, tools artists/painters charges, labour charges, scaffolding etc and conveyance of all materials to site complete as directe by the departmental authorities.
Providing and fixing prefab,panel building, Office Building Foundation for Cabin Foundation Required to be provide by seller Configuration of cabin With one room only Suitability / structural stability / completeness of structures In wind condition of 47 m/s, in Seismic zone IV and ambient temperature of (-10) degree C to 60 degree C,Huts shall be structurally stable and suitable to meet severity of these climatic condition. Type of roof of prefabricated structure pre-coated galvanized steel sheet with RAL 9002 Type of Prefabricated Hut Scope of supply Design, Supply, Installation, Testing and Commissioning of Building-Offer Price to include all cost components Width of window 1000 millimeter Width of door 1000 millimeter Height of door 2100 millimeter Height of window 1200 millimeter Number of window 2 Number of doors 1 Door Fetures Providing and fixing wood finished steel doors shutters of 40 mm thickness with honeycomb filling with YALE hardware with frame. Window Features UPVC sliding windows with 60 mm thickness (Encraft). Flooring Features Providing and laying Vitrified floor tiles of size 2inchx2 inch (9-10mm thickness) conforming to IS : 15622 of approved make in colures such as White, laid on 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Inside Length(+/- 15mm) 20000 millimeter Total Height (+/- 15mm) 3000 millimeter Inside Width(+/- 15mm) 6000 millimeter Electrical Works Electrical Works: Electrical connection shall run up to external face of the wall of the Structure near Main Door. All wirings shall be concealed type & shall be of PVC insulates copper flexible wire of ISI marked,1.5 sq.mm PVC Copper flexible wire - for point internal wiring.,2.5 sqmm PVC copper flexible wire for main circuit wiring.,PVC 25mm conduit of standard make / ISI marked. Wall Panel 60mm thick sandwich wall panel with 0.4mm sheet (wood and textured finish) both sides connect with the help of Camlock system and fix within the structure with the help of rivets and flashings. Wall structure framework Structural frame work of the walls are created with tubular steel frame thickness and dimensions of the tube is taken in accordance with span and other design considerations. tubular wall frames are fixed with 1.2 mm GP power coated grouting channels at the bottom and top for the walls to be fixed with the help of rivets Steel Structure properties Steel Tubular Frame members are designed in accordance with steel building code All welding is done in accordance with the 2000 Edition of the American Welding Society (AWS); Structural Welding Code Steel. All Welders are qualified for the type of welds erformed.,Manufacturing dimensional tolerances in accordance with the requirements of the 1996 Edition of the Metal Building Manufacture Association (MBMA) of the USA. Low rise building systems Manual Insulation Polyurethane formed rigid formed in place with 40kg/m3 Design structure codes Wind Speed as per IS: 875 (Part 3) latest,Seismic Load as per IS: 1893 (Part 1) 2002 A.1 Main Design Codes,A.1 Design Environmental condition Roof Structure/Sheet/ Panel/Trusses features Steel Framework, Trusses shall be made using tubular hollow section of 250/250Mpa yield strength, steel having minimum thickness of minimum 2.4mm fore trusses,Trusses shall be spaced at a maximum distance of 12ft or less and connected with top steel shall be used as per STAAD Pro,Providing and fixing silicon modified polymer pre-coated galvanised steel sheet roofing accessories (excluding Gutters) 0.50 mm + /-5% total coated thickness (TCT) thick zinc coating 120gsm as per IS: 277 in 240mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self-tapping screws or with polymer coated J or hooks, bolts and nuts and or G.I seam bolts and nuts ,G.I plain and bitumen washers complete :12.43.1,40-70mm thick Poly urethane rigid insulation with cold rolled steel Sandwich Panel (1 side corrugated sheet another side plane sheet)
Guard room Side wall panel material- 1.6 mm thick steel sheet Door panel material- Panel made up of micro ribbing Pre-Painted Galvanized Iron Sheet on both sides(have tongue groove arrangement) and 50 mm thick composite PUF sandwich between Pre-Painted Galvanized Iron SheetWindow panel material With aluminium grill protection from inside alongwith mosquito mesh.Door and Window canopy material Fibreglass Reinforced plastics (F.R.P).Floor panels material 18 mm thick BWP plyboard mounted on top and above that PVC to be attached on above surface. Roof panel material 18 gauge MS corrugated sheet Insulation material for sides and End walls With 50 mm thick glass wool Insulation material for Roof With 75 mm thick glass wool Inside panel material for sides, end walls & roof Consists of 8 mm thick pre-laminated board. Roof frame Made of MS having stiffner Top 40 mm x 20 mm x 3.2 mm thick Side Panel frame Made of MS having stiffner Top 40 mm x 20 mm x 3.2 mm thick Floor panel frame MS having 50 mm x 50 mm x 1.2 mm Inside Length ± 15 mm 1830 mm Inside Width ± 15 mm 1830 mm Total Height (mm) ± 15mm 2440 mm Roof projection (if any) ± 10 mm 305 mm to be given on all sides at full height of cabins. Total thickness of Wall panel ± 2 mm 75 mm Total thickness of Door panel ± 2 mm 40 mm Roof ridge height ± 10 mm N.A Almirah / Cabinet size ± 5 mm N.A Electric fittings Only electric points to be provided for one fan - One light - One bulkhead fitting point - one 5 amp. power point with Switch board including Double pole MCB 20A with metal enclosure - continuous earth wires to be provided and also external earth terminal to be provided. Number of Windows 2 nos. windows Roof ridge N.A Flashing item (U track, L corner etc) N.A Locking / Security Cabin have to be provision of locking Door and Windows to prevent unwanted intrusion and theft. Colour White Top coat Chlorinated rubber paint 50 microns. Paint outside Two coats of synthetic enamel paint to be applied on expose structure and all MS items after installation. Inside finish Wall internal cladding by 50 mm thick glasswood with 6 mm prelaminated plywood with white colour sunmica fixed with aluminium stiffener and rivets
Toilet (Door hinges(two numbers) 75mm size with 1.2-1.5mm thickness MS Tank holder frame material 25mm X 3mm(thick) SS flat Unit understructure Supported by 4-legs of size 75mm X 37mm C-channel SS angle Stairs frame material 25mm x 25mm X 3mm MS angle Stairs material 25mm X 3mm MS flat Door Tee material 40mm X 40mm x40mm X 5mm(thick) MS Tee Side panel material Single layer 3mm thick FRP Top(Roof) panel material Zero spangled cold rolled 120 GSM galvanised(galvano) powder coated 40-70mm thick taper roof EPS panel(EPS Density-16Kg/CuM EPS thickness-38mm and steel sheet thickness 0.6mm 275MPA) Door panel material Single layer 3mm thick FRP partition panel material Single layer 3mm thick FRP Floor material(inside cubical) 5mm thick FRP material size of each cubical(LXWXH) ± 25mm 915mm X 915mm x 1980mm Partition height ± 20mm 1830mm Stairs size ± 10mm NO MS stairs Overhead tank material made of double layer HDPE sheet Sewage tank material Twin Leech pit with insepction chamber Electric provision By mean of connection from main line Stairs dimension Two Nos. stair of size 250mm(W) X 900mm(L) X 150mm(H) Twin leech pit with inspection chamber 1000mm Dia and 1000mm deep Construction of leech pit made out of 40-50mm thick concrete rings/brick work with sufficient holes Top cover 75mm RCC slab(1:4:8 C:S:A)
Providing, laying and jointing P.V.C. pipes including testing of joints etc. complete : 150 mm dia pipe 6 KG
Providing & fixing C.P. Brass Double coat Hooks with CP screws.
Providing & fixing white viterous china Under counter Oval Wash Basin with CI/MS brackets, 32 mm C.P. brass waste of standard pattern.
Providing & fixing HPL urinal partition for half stall urinals.
Providing & fixing 15 mm dia. C.P.Brass Pillar Cock Auto Closing System with accessories in wash basins.
Providing, fixing, jointing and testing in position of ISI marked UV stabilized uPVC pipes for soil and waste, Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC connectors, couplers, cowels, clamps, hangers, rubber rings, clean outs, C P Grating for any waste connection from washing machine etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc. inside duct / suspended from floor under false ceiling for proper completion of the work. The rubber ring shall confirm to IS:5382. The Pipes will be supported by either rubber lined G.I. U strap clamps on 40x40x3 mm G.I. slotted angle duly painted (for a group of pipes) or G.I. rubber lined split clamp (for independent pipes). The cost will include all support arrangements. The work includes cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 160 mm dia (Wall Thickness - 4.0 to 4.6 mm)
110 mm dia (Wall Thickness - 3.2 to 3.8 mm)
75 mm dia (Wall Thickness - 3.2 to 3.8 mm)
Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sq cm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. The work includes cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. 63 mm dia.
50 mm dia.
40 mm dia.
Providing & fixing uPVC Floor trap of self cleansing design with CP Jali complete in all respects. P-Trap type Floor Trap 110 x 110 mm (Long type - 50 mm seal)
Providing & fixing UPVC pipe fittings for drain pipe connection under toilet floor. Reducing Tee 110x110x75 mm
Providing and fixing of drain point with 75 mm dia. Bend with CP Jali complete in all respects.
Providing, fixing, joints and testing in position the following uPVC Pipe conferming to IS:4985 of 6kg sqcm for garden irrigation system cut to required length pipe to be laid below level in trenches up to required depth, including excavation in all kind of soil. 32 mm OD
Providing & fixing in position 25 mm dia lawn hydrants consisting of 25 mm dia Ball valve, GI nipple and threaded hose receiver complete as required.
Providing & fixing 16mm dia and 4mm pvc drip irrigation hose for irrigation of black color with emitter, straight connector and all accessories complete in all respects.
Supply, laying, jointing, testing and commissioning of H.D.P.E. (DWC) Double wall Corrugated pipe (IS:16098) having corrugation on outer wall and plain smooth surface at inner side for interconnection of catch pits / drains in drainage system crossing expansion joints, complete in all respects. For drainage 150 mm. ID
Supplying and fixing Full Stainless Steel Water cooler having cooling capacity 150 ltrs/hr and storage capacity 150 ltrs, including SS tank, trough & Faucets, CTC free refrigerant, high quality copper tubes with rippled Aluminium fins with adustable legs.
Providing, fixing, testing and commissioning of motorized butterfly valve of following dia for filling of Over Head Water tank complete with high and low level control switches to control the valve. The level controllers shall be installed in overhead tanks. The level switch will close the valve when water level is high (Top Water Level) in over head tank and open the valve when over head water tank level is low (30% of storage capacity). The system should be complete in all respects with accessories, 220 V AC / 24 V DC, IP67 electrical water level control unit, copper control wiring in whether proof casing etc. 40 mm dia
Supply & erection of ISI marked portable fire extinguishers, confirming to IS:15683, wall mounted type, wall brackets complete in all respect as per standard item with all accessories, delivery hose & nozzle whereever required, including fixing on walls as per the directions of Engineer-in-charge. Water CO2 type. 9 Lt. capacity
D.C.P. Type 6 kg. capacity
ABC dry powder Type 6 kg. capacity
CO2 gas type. 6.5 kg. cap. -Trolley mounted
Providing & fixing neoprene rubber double flanged rubber expansion joint (anti vibration bellow) of standard length as per manufacturers specifications. suitable for hydrostatic test pressure of 21 kg/sqcm including all necessary fittings i.e. rubber gasket, nuts, bolts, washers etc complete as required. 80 mm dia.
150 mm dia.
200 mm dia.
Providing and fixing of cast iron body 100 mm dia Draw out connection in Under ground water storage tank with heavy class MS suction pipe of required length, foot valve, suction coupling in conformity with local regulations complete in all respects.
Providing and fixing weather proof standard fire hose cabinet (750 mm x 600 mm x 250 mm) outdoor type made of not less than 16 SWG MS sheet having glassed hinged door (5 mm thick glass) including necessary locking arrangement with handle for housing two nos.15 meter long fire hose pipes, branch pipe as required as per drawings, including brackets for mounting accessories, painting (one coat primer and two coat of fire red colour). The cabinet shall be mounted on self standing mounted type MS Angle iron frame as required. The words "FIRE HOSE" to be painted on the box.
Supply, installation and testing of cylindrical type flanged pressure vessel tank, 450 mm dia, 2 m long and of 10 mm thick M.S., common for a set of fire pumps including flanged connection, suitable supporting legs with MS plate of size 75x75x5 mm at the bottom and grouted in CC foundation. The air vessel tank shall be provided with air release valve, stop cock, safety valve, pressure gauge, 50 mm dia drain valve, suitable length of connecting pipe and valve from delivery header to vessel tank, suitable pressure switches to operate all pumps (1 nos each), tested to min 25 KG/cm2 complete including painting with synthetic enamel paint of approved shade with all accessories as per direction of the Engineer-in-charge. (For Pump House)
Providing & fixing 100 mm dia dial pressure gauge including making connections with MS pipe complete in all respects.
Water Treatment Plant with Pump 50KLD Per day MULTI GRADE FILTER. (Supply, installation & testing and commissioning of vertical floor mounted mild steel pressure type Multi Grade filter of suitable size, provided with an inlet distributor. The vessel is painted externally with Enamel Paint with primer and internally with Epoxy Coated Paint with frontal piping & valves, back wash system & filter media etc, complete with standard fittings like manhole cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, bolts, nuts & rubber gaskets.) Flow rate 5000 Litr/Hr. Vessel Dia 600 mm HOS-Min. 1250 mm Filteration rate 18M³/Hr Shell/Dish thickness = 6/8 mm Working pressure-3.5 Kg/Sq.cm. Test pressure 4.5 Kg/Sq.cm.
ACTIVATED CARBON FILTER Supply, installation & testing and commissioning of vertical floor mounted mild steel pressure type Activated Carbon filter of suitable size, provided with an inlet distributor. The vessel is painted externally with Enamel Paint with primer and internally with epoxy coated with frontal piping & valves, back wash system & activated carbon media etc. complete with standard fittings like manhole cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, belts, nuts & rubber gaskets. Flow rate 5000 Litr/Hr. Vessel Dia 600 mm HOS-Min. 1250 mm Filteration rate 18M³/Hr Shell/Dish thickness = 6/8 mm Working pressure-3.5 Kg/Sq.cm. Test pressure 4.5 Kg/Sq.cm.
Supply, installation, testing and commissioning of ultraviolet dis-infection unit The unit shall have over 99% bacterial reduction from inlet to outlet. The Disinfection chamber shall be constructed of 553161, on all welted parts. The UV lamp shall be of low pressure mercury vapour type with hard glass enclosure, the sockets shall be water light & vibration resistant. The lamp life shall be rated for 6000 hours Flow rate 5m3/hr
Providing, fixing, Jointing and testing in position the following UPVC/CPVC Pipes cut to required lengths including all necessary fittings and specials such as bends, tees, unions, reducers, flanges & plugs etc., fixing at wall/ceiling level supported by clamps, hangers etc,
Providing two coats of Synthetic enamel paint of approved shade on pipes and supports as per pipe color code over a coat of primer. Including painting of legends with direction arrow as per the approval of the consultants/Project Manager
Providing and fixing Butter fly valve Rated for PN16 pressure rating including rubber gasket, flanges, nuts, bolts, washers & painting complete as required
Providing & fixing C.I. Dual plate type check valve tested to a pressure of 15Kg/sq.cm. Including rubber gasket, union, nuts, bolts, washers & painting complete as required
Providing & fixing CI "Y" strainer (screwed / flanged) with stainless steel fine wire mesh perforated sheet basket with necessary flanges/union nuts, bolts & washers complete as required (on pump suction). 80mm
Providing & Fixing Zine Aluminium Tanks for Fire, Raw water and Domestic water storage Capacity 25KL
Capacity 75KL
Supply, Fixing, Testing & Commissioning of electrical motor driven fire pump, suitable for automatic operation consisting of following : (Main Pump for hydrant / sprinkler system / water curtain) (a) Horizontally mounted, Two stage-split casing / Multi stage, 1450 - 2900 RPM Centrifugal fire pump, as per IS:1520 complete for delivery of under mentioned discharge against desired mentioned head so as to ensure a minimum pressure of 35 meter at the highest and farthest outlet at the specified flow complete with necessary strainers, 100 mm dia dial pressure gauge of calibration 0-15 kg/sq cm including bypass arrangement for periodic testing of the working of the pumpset as well as testing of automation with required length and size of MS pipe and control valves for proper completion of work. The pump shall be capable of giving 150% of rated discharge at head not less than 65% of rated head. The pump shall be provided with Mechanical seals. The impeller shall be enclosed type and accurately balanced dynamically. The pump casing shall be of cast iron, impeller shall be of bronze and shaft shall be of stainless steel. (b) Squirrel cage, TEFC induction motor as per IS : 325, suitable for 415 V +/- 10%, 3 Phase, synchronous speed as per pump, IP 55 protection and class 'F' insulation, vaccume impregnated windings with heat and moisture resisting varnish for the above pump and flexible coupling with the pump. The motor shall be rated for continuous duty and shall have HP rating necessary to drive the pump at 150% of it's rated discharge at 65% of rated head. (c) Common bed plate of fabricated mild steel channel or cast iron type, coupling, coupling guard ets as required. (d) Suitable vibration clamping arrangement as required. with foundation bolts, anti vibration pads, washers etc. Discharge : 2280 liter per minute Head : 70 meter
Providing and fixing of pressure switch in M.S. pipe line including connection etc. as required.
Supply, fixing, testing & commissioning of cast iron body and brass/bronze working parts, UL listed installation control valve assembly, suitable for hydrostatic test pressure 21 kg/sqcm, complete with Hydraulic Alarm motor & hydraulically driven mechanical gong bell to sound continuous alarm when sprinkler system activates, butterfly valve, alarm valve, test valve, pressure gauge, emergency releases, pressure switch, 50 mm dia drain valve, flanges, gasket etc. to complete the system as required, as per manufacturers specifications. 150 mm diameter
Point wiring in PVC conduit, with modular type switch :- Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
Wiring for Group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Circuit / Sub main wiring in PVC conduit :- Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
2 X 6 sq. mm + 1 X 6 sq. mm earth wire.
2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire
S/F light plug point Modular Type Accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
S/F power plug point modular Type Accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required.
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as Required. Single pole
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
Supplying and fixing following way, Single Pole and Neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 8 way , Double door
12 way , Double door
S/F DP MCB Isolator Supplying and fixing following Rating, Double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as Required. 40 Amps
S/F DP MCB Isolator Supplying and fixing following Rating, Double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as Required. 63 Amps
S/F MODULAR BOXES, BASE & COVER PLATE :- Supplying and Fixing Following Size/ Modules, GI Box Alongwith Modular Base & Cover Plate for Modular Switches in Recess etc. as Required. 1 or 2 Module (75 mm x 75 mm)
S/F MODULAR TYPE SWITCH / SOCKET :- Supplying and Fixing Following Modular Switch/ Socket on The Existing Modular plate & Switch Box including connections But Excluding Modular Plate etc. as required. Telephone Socket outlet.
TV Antenna socket outlet.
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm.
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, Unarmored Telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair
Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
Installation, testing and commissioning of pre-wired, fluorescent fitting /compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as Required.
Installation of Exhaust fan in the existing opening, including making good the damage, Connection, Testing, Commissioning etc. as Required. Upto 450 mm sweep
Fixing Louvers / Shutters for Exhaust Fan: Extra for Fixing the Louvers/ Shutters Complete with Frame for a Exhaust Fan of all sizes.
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing
Laying of One Number PVC Insulated And PVC Sheathed / XLPE Power Cable of 1.1 kV Grade of Following Size Direct in Ground Including Excavation, Sand Cushioning, Protective Covering and Refilling the Trench etc. as required. Above 35 sq.mm and upto 95 sq. mm
Supplying and Making End Termination With Brass Compression Gland and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required 3½ X 50 sq. mm (35mm)
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
Providing and fixing 25 mm X 5 mm 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.
Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 4.5 metre and upto 6.5 metre
Above 8.0 metre and upto 10.0 metre
Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape , Hole Seeling to be done complete as required. 32 mm dia
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering. Upto 35 sq. mm
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. Upto 35 sq. mm
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 3 core 2.5 sq.mm (for 9 & 5 Mtr Poles)
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal)
200 mm dia (OD-200 mm & ID-175 mm nominal)
Supplying, installation, testing and commissioning of Silent Type DG Sets,AMF Panel, Bus Ducting/ Cables from DG Sets to Essential Panel, Synchronizing Panel where required, DG Set enclosure room sound insulation/ventilation/smoke exhaust as required, Earthing of DG Set system, control cabling, Fuel tank/piping, DG set Exhaust piping/ Exhaust Chimney as per CPCB norms, Civil works connected with DG Sets including Foundation as required.
Electric logging of bore hole
Development by Air compressor 600 PSI a. Transportation of Air compressor
b. Erection of Air compressor
c. Running of Air compressor
d. Transportation og Rig machine
e. Erection & Dismentling of Rig machine
Supply of aluminium un-armourde Cable 25 mm 4 CORE
Supply and Fixing 7.5 HP Starters Controle Panel for Summer Sable Pump ( Three Face Model ) ( L&T Make)
Testing of Tube Well Boring by DG Set as requaired
Supply and Installation of 5 HP Submersible pump set with 250 LPM discharge complete pipes with fittings
Providing & Fixing fully automatic No Touch hand dryer of SS body satin finish, suitable to operate on 220 V / 50 Hz AC power, 2500 Watt, having < 20 sec drying time, 1 min. auto cut complete with brackets.
RO water purifieR - 50 lph Feed flow rate - 150 lph Feed water TDS in ppm, subject to thehardness of water being less than 500ppm - Bore well / Municipality feed water having TDS1000 ppm (Max) Iron / Maganese - Nil Oil / Grease - Nil Hydrogen Sulphide - Nil Rejectio of TDS : 90-95% Dimension in mm (W x D x H) in mm - (470 x 490 x 610) mm Recovery - 30% ELECTRICAL RATING Input Power Rating - 48 V DC Operating Voltage - 230 V AC, 50 Hz Power consumption - 96 W Pump*2 - 48 V DC Solenoids - 24 V DC PRESSURE REQUIREMNTS Minimum Inlet Pressure - 0.5 Kg/cm2 Maximum Inlet Pressure - 2 KG/cm2 System Pressure - 5 kg/cm2 Operating Temperature - 5 to 45' C RO Membrane Flushing - Fresh Water Particulate Filter: Membrane Life Enhancer - 10 microns Filter.. Sediment Filter - 10 microns Pre carbon RO Membrane Filter Post Carbon Filter RO Membrane Permanently kills Bacteria and Viruses that cause water - borne diseases like polio, Hepatitis, Diarrhea, Typhoid & gives pure drinking water. RO element - 250 Gms of Membrane Antiscalent 80 GPD x 2 in concealed housing 90% or more, which effectively removes TDS R.O. WATER PURIFIER SUITABLE FOR 50 LPH Supply, Installation, Testing & Commissioning of Reverse Osmosis based Water Purifier having output capacity of 50 LPH.
Supplying & Fixing Modular Type Computer jack RJ 45 ISI mark 1 Module on existing Mounting plate and box Complete with all accessories as required.
Supply of Surface Mounted Energy Efficient, LED Luminaires 12W LED DOWN LIGHT (Round/Square) Sutaible for 220v Single Phase Supply complete with driver circuit including making connections etc as required.
Supply of LED Luminaires BATTEN 40W LED Tube Light of Box Type prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End Caps Complete as Required.
Supply of Surface Mounted Energy Efficient, LED Luminaires 18W LED DOWN LIGHT (Round/Square) Sutaible for 220v Single Phase Supply complete with driver circuit including making connections etc.as required.
Supply, of Linear & Compact 10W Mirror Light with Decorative Grey Caps, Polycarbonate Body & Ribbed Opal Diffuser.
Supply of LED Luminaires BATTEN 20W LED Tube Light of Box Type Prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End Caps Complete as Required.
Supply of Following sweep exhaust fan with guard suitable operation on single phase 230 V, 50Hz. AC Supply, with lowers /shutters in the existing opening. 300 mm Sweep 900 rpm
Supply & Fixing of 400mm Wall Mounted Fan with all accesseries as required complete for installation.
Supplying of Following Sizes of 1.1 KV Grade Multicore Aluminium Conductor XLPE Power Cable Insulated armoured cable conforming to IS:7098 (Part - I) or as per Relevant IS Code complete with all Amendments etc and should be NABL certified as required. 3.5 C X 50 Sq.mm Al. XLPE arm.
LED Column light made of mild steel with fine laser cut design for signage logo closed by diffuser and have ingress protection for optical compartment. Fitting is tailored with lighting to suit specific requirement with Height 5 mtr above ground level with mid light illumination of 120W. The column section shall be of 600mmx600mm. Mid-section gives the homogeneous light output. All pole section Shall be welded by MIG welding process. The Service door shall be provided at bottom part of the pole which equipped with a C clamp with sliding nuts to accommodate a built in connection box. The control gear tray is prewired with MCB, terminal connectors for loop in loop out arrangement. The base plate of the pole is design with elongated foundation holes for fine alignment of the pole during installation. Light output of source is more than 110lm/ watt, CRI>70, Surge protection 10k, operating voltage 140-270V, wired with Branded LEDs of Osram/ Cree and Fulham or equivalent constant voltage/current driver with efficiency>80%, power factor>0.9, THD<=10%. The CCT of led will be 3000k as required by the project. Proper thermal management for longer life of fixture. Led burning of 50,000 hours.
Decorative pole 9mtr with Street Light Hestia 200W Vak make decorative pole Virgo made of Mild Steel with a total height of 9mtr above ground level with double arm bracket for street light 200W each and predefined pattern in between the top portion of the pole bracket. Pole bottom base section shall be 400x200x1500mm, 4mm thickness column with two sided predesigned laser cut to illuminate the surroundings with noticeable ode, next section embedded with double pole of 76x7000x3mm with golden casting embellishment with illuminated laser cut Plate of 2mm thick pattern between two poles with flexible wall washer and unique designer double arm bracket to hold the street light Hestia of 200W each. The width of the double arm is 3000mm on the top. The base plate of pole shall be of size 600x350x12mm. The Approximate weight of the pole is 165kg +-10kg. Provision for inside termination box with 4way connector & 1nos 6 AMPS MCB for local isolation. The pole and light fixture is primarily coated with primer, secondary epoxy resin and top coated with UV stabilized powder coat and cured. The decorative pole is suitable for outdoor lighting application. Pole light is complete in all aspects with all accessories without foundation bolts. Hestia light fixture shall be made of die cast aluminum alloy. The fixture size is 680x318mm and wattage of 200W for area lighting. Light output of source is more than 110lm/ watt, CRI>80, SPD 4k, operating voltage 140-270V. Fitting is IP65, wired with Branded LED and constant current driver. Proper thermal management for longer life of fixture. Led burning of 50,000 hours.
Supplying of Following sizes 1100 volt grade XLPE insulated PVC sheathed aluminium conductor armoured cables as per specification in existing laid in ground including cost of digging upto required depth, 150 mm sand all around the cable, brick protection and back filling, clamped to wall with suitable clamps including saddles fixing bolts, Connection Testing and commissioning as Required. 2x6 sqmm
Supply , Installation, Testing & Commissioning of Integrated Post Top Lantern With 40W LED Lamp including Pole & connection with 3 x 2.5 sq.mm single core PVC insulated copper conductor cable from junction box to fixture as required.
Parking management system Automatic Boom Barrier System (Electro-mechanical, IP65-rated outdoor barrier with auto/manual control. Opening time 3-5 sec. Integration with RFID & ANPR. Includes loop detector and manual override in case of power failure. Power 230V AC ±10%, 50Hz.)
RFID-Based vehicle Identification System (Long-range passive RFID readers (minimum 6-8 m range), anti-collision, with controller and Interface for integration with central server. Includes RFID tags for Vehicles (Qty: to match slots/users).)
ANPR Camera System Automatic Number Plate Recognition ( HD IR-enabled IP cameras, min 1080p, frame rate 25 fps, with OCR engine, analytics software, and vehicle log integration. Reäd accuracy ≥ 95% Suitable for Indian number plates.)
IOT-Based Parking Sensors (Ultrasonic or infrared sensor, wireless, battery/solar-powered, IP67-rated, with signal transmission to central controller. Mounted per parking slot. Accuracy ≥98%. Life ≥ 5 years.)
Digital Display Boards -Entry/Zone Level Size(1.70 Sqm Aproxmate) ( covered outdoor LED boards for floor-wise/zone-wise slot availability. Real-time updates from parking sensors. Min resolution P6 or better.)
Mobile App Interface (Android/iOS) (Branded app with user login, slot booking, payment integration (UPI, wallet, card), navigation via GPS, and digital receipts. Admin panel for monitoring. To be handed over with full IP rights.)
Central Control Server & Dashboard (Centralized web/cloud-based dashboard, vehicle log history, sensor integration, analytics (peak use, patterns), admin roles. Server specs: min 8-core, 32GB RAM, 1TB SSD. With GUI software.)
Solar Lighting & Power Supply System (Solar-powered LED poles with battery backup, automatic dusk-to-dawn control, IP66, 12 hrs backup. Includes charge controller, battery enclosure, and wiring. To support parking areas and pathways. Armoured copper cable (min 2.5 sq mm) for power, CAT6/STP cable for data; laid in HDPE pipe. Includes trenching, markers, and termination.)
Communication Cabling (including trenching) (Armoured copper cable (min 2.5 sq mm) for power, CAT6/STP cable for data; laid in HDPE pipe. Includes trenching, markers, and termination
Surveillance Cameras for Entry/Exit Points ( Full HD 1080p IP cameras, IR-enabled, 360" dome/bullet type. Integrated with local storage and remote streaming. Includes mounting and NVR configuration.)
Installation, Testing & Commissioning ( Complete Parking management system integration, testing, commissioning with trial run of minimum 15 consecutive days. Includes on-site support, documentation, and certification.)
Training and Handover (Onsite training for 10 personnel, submission of Operation & Maintenance Manuals, warranty documentation, and final handover report.)
FILTER FEED PUMPS (Raw Water Feed Pump) Providing, fixing, testing and commissioning of single stage, horizontal, centrifugal, 2 pole, 50 HZ, AC, monoblock pumps (as per IS: 9079) incorporating C.I. casing and frame, Sainless steel shaft, CI / SS impeller, TEFC induction motor directly coupled to the pump, IP44 protection, class B insulated, C1. body, hydraulically and dynamically balanced to give vibration free operation, with mechanical seal arrangement, fixed on a base plate with suitable vibration eleminator pads complete with PCC foundation, bolts grouted in CC blocks of 12:4, suitably rated DOL/star-delta starter fixed inside main electrical panel complete with level controller, necessary wiring. pressure gauge on the delivery side and strainer on suction side, including non-return valve and isolating valves on suction and delivering sides as required, including suction and delivery headers complete in all respects Filter Feed Pumps-2nos (1W+15), having discharge: 5000 lit/hr (each) at 25 30 meter bead.
TREATED WATER TRANSFER PUMP Supply, installation, creation testing and commissioning of pumping system comprising the following: Horizontal multistage centrifugal pumps with mechanical seal.CI casing and Cl Impeller connected to suitable capacity TEFC Induction motor suitable for 415 10% volt, 3 phase, 50 cycles A.C. supply with 50 mm dia , pressure gauges including MS skid and mounting of the pumps on the skid. (Motor to be of the same make as the pump) Pump Capacity 5m3@ 35-40m head (1 Working+1 Stand-by) (Plumps 1 Set for tank transfer)
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