Providing re-circulating Aquaculture System (RAS) for high density Fish Farming at Research Farm of College of Fisheries Science at CCSHAU, Hisar. (including PH and EI works

Amount

Civil work 1 to 51:- Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (HSR 4.4.1)

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m: All kinds of soil (HSR 4.9.1)

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, lift up to 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. (HSR 4.14.1)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR 4.33)

1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size. (HSR 6.1.7)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)

Providing & applying a coat of residual petroleum bitumen of grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10)

Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm 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. (HSR 6.13)

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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)

Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Hard drawn steel wire fabric. (HSR 6.33.5)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.20.1)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.20.2)

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)

Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat: With common burnt clay non-modular brick tiles of class designation 10 (HSR 9.14.1)

Providing gola 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase (HSR 9.17.1)

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. (HSR 9.18)

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, (i) Single socketed pipes. 110 mm diaMeter (HSR 9.57.2)

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 10mm gap for thermal expansion. Bend 87.5° 110 mm bend (HSR 9.58.5.2)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)

Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR 10.8)

Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36)

Providing and fixing glass strips, 3 mm thick in terrazzo/ cement concrete floors. 40 mmwide (HSR 10.84.1)

Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)

1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)

20 mm cement plaster of mix 1 :4 ( 1 cement: 4 coarse sand) (HSR 11.10.1)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (HSR 11.25.1)

Raised and cut pointing (HSR 11.25.2)

Pointing on stone slab ceiling with cement mortar 1 :2 (1 cement : 2 fine sand): (HSR 11.29.1) Flush/ Ruled pointing

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (HSR 11.60)

White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)

Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work (HSR 11.65.1)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer (HSR 11.67.1)

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR 13.2)

Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (HSR 13.8.1 )

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes (HSR 13.10.1)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.28)

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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes (HSR 13.30.1)

Earth filling under floors with dune sand (tiba sand)/earth, brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS)

Providing and fixing 0.60 mm thick high strength galvanized colour coated steel sheets having trapezoidal profiles of approved make (I.S.I. mark) in roofing, at all height, fixed in position with self drilling screws of approved shape and make, complete in all respects as per drawing & manufacture’s specifications and instruction of Engineer-in-Charge. (NS)

Providing and fixing 0.60 mm thick high strength galvanized colour coated steel sheets ridges fixed in position with self drilling screws of approved shape and make, complete in all respects as per drawing & manufacture’s specifications and instruction of Engineer-in-Charge. (NS)

Providing and fixing marble strips of size 14 mm to 17 mm thick and 125 mm wide in cement concrete/ terrazzo flooring fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

Providing and fixing marble strips of size 14 mm to 17 mm thick and 35 mm wide in cement concrete/ terrazzo flooring fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

Public health work 52 to 106:- Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m: All kinds of soil (HSR 4.9.1)

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, lift up to 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. (HSR 4.14.1)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc. exceeding 80 mm metre (HSR 4.16.1.2)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (HSR 5.70)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)

1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size. (HSR 6.1.7)

1:5:10 (1 cement : 5 fine sand : 10 graded stone cum aggregate 40 mm nominal size) (HSR 6.1.8)

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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works up to plinth level (HSR 6.25.1)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Hard drawn steel wire fabric. (HSR 6.33.5)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.20.2)

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36)

Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)

1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)

Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. 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) (HSR 13.7.1)

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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means (HSR 14.1)

Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means (HSR 14.2)

Double layer tile lining for irrigation channels consisting of: (i) 10 mm thick cement mortar 1 :5 in sub grade. (ii) First layer of 5.08 cm thick tiles 30.48 cm X 15.24 cm laid in 1 :5 cement mortar as mentioned above. (iii) Sand-wiched plaster 1 :3 cement mortar 15 mm thick (iv) Second layer of tiles, laid in 1 :3 cement mortar, with 6 mm thick layer of mortar, over sand-wiched plaster- The above gives total thickness of lining as 13.36 cm On side Slopes Up to 3.50 meters height above bed level (HSR 14.7.2.1)

Stringing out A.C./P.V.C pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 100 mm internal diameter of pipe line laid complete (HSR 20.7.3)

150 mm internal diameter of pipe line laid complete (HSR 20.7.5)

Jointing A.C./P.V.C. pipes and specials with cast iron detachable joints/split coupler P.V.C. joints fitted with bolts and nuts excluding cost of detachable joints/ split coupler P.V.C. joints rubber rings, bolts and nuts but including cost of labour and tools etc. and tested complete 100 mm i/d pipe (HSR 20.8.3)

150 mm i/d pipe (HSR 20.8.5)

Cutting A.C./P.V.C. pipes and specials and chipping or filing surface to a uniform finish 100 mm i/dia (HSR 20.9.3)

150 mm i/dia (HSR 20.9.5)

Labour for laying jointing, fixing and testing G.1./P.V.C./W.I. pipe lines and special tees, bends, sockets, elbows etc. in trenches in the ground cutting, threading and testing, etc. complete 15 mm internal diameter (HSR 20.21.1)

50 mm internal diameter (HSR 20.21.6)

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works 50 mm internal diametre (HSR 20.31.6)

Providing and fixing soil, waste and vent pipes 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 (HSR 22.51.1.2)

Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Skipper make (as approved by the Engineer-in-Charge). (NS) i) 163 mm i/dia (6” i/dia) size

ii) 110 mm i/dia (4" i/dia) size

iii) 63 mm i/dia (2" i/dia) size

Supply of PVC specials of following sizes of Prince/Supreme/Skipper make. (NS) Tee 6" x 6" x 6" i/dia

Tee 6" x 6" x 4" i/dia

Tee 6" x 6" x 2" i/dia

Elbow 6" i/dia

Elbow 2" x 2" i/dia

Supply of UPVC pipe 15 mm i/dia size of Prince/Supreme/Skipper make. (NS)

Supply and fixing of UPVC specials of 15 mm i/dia size of Prince/Supreme/Skipper make. (NS) i) Elbows

ii) Tees

iii) Bend

iv) Socket

v) Nozzel/shoe elbow 45º of G.I./ Brass

vi) Nipple G.I./PVC

Providing and fixing of Air Releage Valve (ARV) consisting of ¾" i/dia G.I. pipe 5'-0" lenght PVC clamps 150 mm x ¾" and C.I. Non return valve ¾" i/dia ISI marked, complete in all respet. (NS)

Providing and fixing cast iron double flanged slvice values PN-1.6 marked IS: 14846 including nuts & bolts marked with IS: 1363, rubber sheets marked with IS: 638 etc, complete in all respect. (NS) (a) 150 mm i/dia

Providing and fixing Air blower of 200 cum/hour capacity, pressure 0.3 kg/cm² and speed 1440 RPM of 500 HP blower motor ISI marked, complete in all respect to the satisfection and direection of the Engineering In-charge. (NS)

Supply of Gun Metal Peet Valve (Heavy Duty) with hand wheels ISI Marked of DRP/Leader/Bajaj make (NS) (a) 50 mm i/d

RCC overhead reservior Construction of RCC overhead reservior of 1.00 lakh liter capacity and all other work contigent there to complete as described in Section-10 & 11 tested and handed over in working order to the satisfaction of Engineering In-charge. (NS) A- Location, College of Fisheries Sciences, CCS HAU, Hisar B- Capacity of HSR 1.00 lakh liters C- Minimum staging height - 5 Meter D- Minium F. S. L above average ground level - 9 Meter E- Bearing capacity of soil - to be tested from approved lab by the agency. F- Depth of foundation to be design by the agency after obtaining bearing capacity of soil. G- Design of OHSR to be submitted for bearing capacity. to be submitted by the agency. H- Size of inlet & outlet pipe 100 mm I- Size of overflow pipe 150 mm J- Size of score pipe 100 mm

Electrical work 107 to 181:- Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. (HSR 23.4.1.2) Group B

Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch. (HSR 23.4.3.2) Group B

Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , includingproviding 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 AmpModular type switch required GI Box ,modular face plate etc complete as required Group B (HSR 23.4.4.2)

Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling ,including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16Amp Modular switch required GI Box , modular face plate etc complete asrequired Group B (HSR 23.4.5.2)

Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.5.6.1)

1 run of Size 4 Sqmm(1/2.24mm) (HSR 23.5.6.3)

23.7.6 Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. 23.7.6.2 PVC pipe of 25 mm dia.

Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm each 106 long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. (HSR 23.8.4)

Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Step type Fan Regulator 2 modules 300 watt (HSR 23.8.11.7)

Blanking plate (HSR 23.8.11.10)

Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. 4 pole MCCB 6 amp to 100 amp , 25 KA (HSR 23.22.1.9)

4 pole MCCB 300 to 400 amp , 50 KA (HSR 23.22.1.12)

Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 4 way ( 2 incoming and 2 outgoing) (HSR 23.22.4.1)

SPN DB Double Door 8 way ( 2 incoming and 6 outgoing) (HSR 23.22.4.2)

Supply and erection of miniature circuit Breaker 240/415 V in the existingdistribution board including making necessary connections:- 6 amp. to 32 amp Single Pole (HSR 23.22.5.1)

6 amp. to 32 amp Double POLE (HSR 23.22.5.3)

6 amp. to 32 amp MCB's FOUR POLE (HSR 23.22.5.7)

40 amp to 63 amp. MCB's FOUR POLE (HSR 23.22.5.8)

Supply of GI pipe (B-Class) for suspension rod of ceiling fan including threading if required. (HSR 23.23.2.1) 15 mm dia

Supply and erection of blanking sheet in existing distribution board. (HSR 23.22.7)

Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/channe l and making necessary connection complete in all respect up to the entire satisfaction of the Engineer-incharge of the work. 2 pair telephonewire (HSR 23.23.8)

EARTHING AND LIGHTENING ARRESTOR Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. (HSR 24.1.1)

Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR 24.1.2)

Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. (HSR 24.1.3)

Earthing with tinned copper earth plate 600mmx600mmx3mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) etc. complete as required. (HSR 24.1.4)

Supplying and laying 25mm x 3 mm G.I. strip in 40 mm dia,GI pipe as/from metre 403 earth electrode including soldering etc. as required. (HSR 24.1.7)

Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. (HSR 24.1.5)

Providing and fixing 25 mm x5 mm copper strip in 40 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.9)

Providing and fixing 25 mm x 5mm copper strip on surface or in recess for connections etc. as required with all labour and material. (HSR 24.1.10)

Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for metre 108 connections etc. as required with all labour and material. (HSR 24.1.8)

Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)

Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. (HSR 24.1.13)

Laying of underground cable 0. 75 metre below ground level covered with sand and bricks including excavation and refilling of trenches.:- 50 Sq mm to 150 sqmm 2 to 4 Core (HSR 24.2.2.3)

Laying of underground cable in pipe /existing open/closed trench etc as 50 Sq mm to 150s qmm 2 to 4 Core (HSR 24.2.4.3)

Supply and erection of suitable compression type brass cable glands for underground Cable :- 10 sqmm to 16s qmm Cable 2 to 4 Core (HSR 24.2.7.2)

25 sqmm to 50s qmm Cable 2 to 4 Core (HSR 24.2.7.3)

70s qmm to 95s qmm Cable 3 to 3½ Core (HSR 24.2.7.4)

120s qmm to 185 sqmm Cable 3 to 32 Core (HSR 24.2.7.5)

Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work . (HSR 24.2.8.4 ) 16 sqmm

25sqmm (HSR 24.2.8.5)

50sqmm (HSR 24.2.8.7)

95sqmm (HSR 24.2.8.9)

150s qmm (HSR 24.2.8.11)

Supply and erection of 32mm dia metre 1.5 m long bracket (B-class) making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of GI. bracket on wall with 2 nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts and nuts etc. including necessary connections. (HSR 24.4.3 )

S/E of mark double walled corrugated ( DWC) HDPE pipe 10 kg/sqcm, laid 0.75 Mtr. Below ground level including diging and refilling of earth including cost of suitable size socket/ cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer incharge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia (HSR 24.5.2.3)

Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge. 7 Metre Long pole with top dia 75 mm and bottom dia 150 mm with base plate of size 300 x 300 x 20 mm (HSR 24.4.8.5)

RCC FOUNDATIONS FOR DG SET Providing RCC foundation of M20 grade (1 Cement:1.5 Stone aggregate: 3 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 50 kg/cum of concrete contents, concrete cover 50mm, over a bed of 75mm thick PCC 1:5:10, of required dimensions as per OEM recommendations to provide levelled surface for placement of the DG set complete in all respects and as per directions of Engineer-in-charge (Size of foundation assumed = 5.0x1. Bx1 .Om) Unit: per cum 60 to 90 KVA DG Set (HSR 24.7.2)

S/E of underground cable XLPE LT CABLE aluminium conductor armoured .(NS) 16 sqmm 4 core cable (armoured)

25 sqmm 4 core cable (armoured)

50 sqmm 4 core cable (armoured)

95 sqmm 3.5 core cable (armoured)

150SQMM 3.5 CORE CABLE (ARMOURED)

S/E of PVC unsheathed copper conductor cable single core 1100 volt grade in pipe of suitable size excluding cost and erection of pipe (NS) (i) Size 1.5 sqmm(3/0.81mm)

(ii) Size 2.5 sqmm(3/1.05mm)

(iii) Size 4 sqmm(7/0.85mm)

(iv) Cable size 6 sqmm(7/1.05mm)

(v) Cable size 10 sqmm(7/1.35mm)

Supply, installation testing and commissioning of wall/free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware 3mm thick Bakelite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of Zinc/Red oxide primer followed by 2 coats of powder coating in grey or required shade after rinsing. The panel having PU/Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/switch wear. Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar Bakelite sheet 3mm thick for separately cable alley to BBC from switch chamber extended solid copper bars upto cable alleys shall provided for outgoing connection which shall be paid as extra items. Side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring (copper) and fuse protection (Only outer area on all sides shall be measured) (NS)

Supplying and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation complete in all respect. (NS)

S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod and regulator {NS} i) 1400mm sweep. Make: Usha, Orient, Crompton.

S/E of surface/wall mounted ≤20W integrated LED 4 feet fitting with Epoxy Powder coated white/Grey extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be ≥ 2000 or above in cool day light (5700K to 6500K), Power factor >0.95, CRI >80, Average life >50000 hours. Complete with mounting Brackets & accessories as required with connections(Industrial) Make: Philips, Havells, Wipro, Bajaj. (NS)

S/E of LED Street Light of system voltage < 70/72watt IP66 Multiple LED with Lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen < 72watt LED should be 7700 or above in cool day light 5700K Lumen efficency > 110lm/w. Power Factor >.95 with connections street light / PCC Poles with Bracket i/c 3 year defect liability period and free replacement in case of non functioning of the light fixture. (NS) Make Philiphs , Havell's , Wipro,Bajaj ,

S/E of LED flood light fitting 100 watt with IP 66 Multiple LED with lens optics, non-integral LED driver and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≥100 watt LED should be 11500 or above in cool day light (5700K), Lumen efficacy > 115 lm/w, Power factor ≥0.95, Average life ≥50000 hours, complete with all accessories as required with connections. Make Havells//Bajaj/Philips (NS).

S/E of Single Arm bracket 1.5 mtr long 40 mm dia GI bracket with suitable sleeve as per pole top dia galvanied with all petty material required to complete the job for entire satisfaction of Engineer in Charge.(NS)

S/E of Double Arm bracket 1.5 mtr long 40 mm dia GI bracket with suitable sleeve as per pole top dia galvanied with all petty material required to complete the job for entire satisfaction of Engineer in Charge.(NS)

Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. below ground level including the cost of digging, bricks, rawl & laying charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (NS) (i) 50 Pair Make:- DELTON/ FINOLEX/ HAVELLES

20 PAIR Make:- DELTON/ FINOLEX/ HAVELLES

Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/tranches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (NS) (i) 50 Pair Make:- DELTON/ FINOLEX/ HAVELLES

20 PAIR Make:- DELTON/ FINOLEX/ HAVELLES

Supply, erection, laying and testing of D.P. including the cost of krones, base plate, 40mm dia G.I. pipe for incoming and outgoing cable and main box having locking arrangement. (NS) (i) 50 Pair DP Make:- DELTON/ FINOLEX/ KONE

(ii) 20 Pair DP Make:- DELTON/ FINOLEX/ KONE

S/E of Automatic ON/OFF of street light controller with digital Astronomical trimer 24 hours ,contractors, indicators ,A/M switch etc complete in all respect with all petty material required to complete the job of satisfaction of EIC. Make:- L&T, Indoasian,ABB (NS)

S/E of 82.5KVA Silent DG set model with AMF panel having frequency 50Hz PF 0.8 voltage 415V 3 phase , governing class as per ISO 8528 part - V G2 , noise level < 75 , fuel consumption at 100% load is 18.8ltr , at 75% load is 13.8 ltr at 50% load 9.9 ltr fuel tank capacity 150 ltr weight of genset with canopy approx 1840kg on wet, overall dimensions 3200*1100*1595mm , 12V electrical battery , engine kirloskar / cumins alternator stamford / kirloskar make rated output 74.8 to 102 with 4 no. cylinder bore x stroke 105*120 rated speed 1500 lube oil sump capacity 10 coolant capacity 24 , insulation class H alternator efficiency 91.4 max at 100% load , max time to build up rated voltage at rated RPM < 20% with suitable size solid foundation with reinforcement & CC foundation as per standard specifications and erection with connection of cables , earthings etc and petty material required to complete the job in all respect with satisfaction of EIC Kirloskar green / cummins. (NS)

Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Finolex/Vindhya make (as approved by the Engineer-in-Charge). (NS) a) 110 mm i/dia (4” i/dia) size

Bansal enterprises

M/s sukhdev and company

Shubham Jangra