Providing and installation of 2 Nos. deep submersible tube well along with 2 Nos. pump houses and providing and laying underground PVC pipe line from tube wells to fields for irrigation purpose at Anjanthali Farm of Regional Research Station, Karnal.

Amount

Public Health work 1 to 71:- 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)

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: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)

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)

20 mm thick cement plaster damp-proof course 1 :3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded Horizontal (HSR 6.12.2)

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 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)

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)

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)

Painting top of roofs with bitumen of approved quality @ 17kg per 1 O sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete With residual type petroleum bitumen of grade VG -1 O (HSR 9.10.1)

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 20mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12mm 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 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 Flooring cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth (HSR 10.100.2)

10 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)

15 mm cement plaster on rough side of single or half brick wall of mix: 1 :6 (1 cement: 6 coarse sand) (HSR 11.9.2)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing (HSR 11.25.2)

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

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

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. (HSR 11.76)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)

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 ISi marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws (HSR 12.36.1)

Providing and fixing aluminium sliding door bolts, ISi marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm (HSR 12.98.1)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.1.1)

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)

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

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)

Providing GI pipes class B marked with IS: 1239 in 3.05 m length, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts ( 'W make), rubber gaskets, lowering into Tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. 100 mm i/d (HSR 20.54.4)

Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. Submersible Copper Cable 3 Core 10 sqmm (HSR 24.5.1.5)

Supply and fixing of GI pipe 'B' Class ISI Marked Ravindra/Jindal/Parkash(Surya) Make. (NS) 50 mm i/dia (for spout)

Earth filling under floors with dune sand (tiba sand), 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 marble strips of size 14mm to 17 mm and 35 mm wide in cement concrete pavement fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

Boring of well 10" dia size upto 400 feet deep (suitable for 9" dia PVC pipe) with suitable boring system, complete in all respect as per directions of the Engineer-in-Charge.(NS) Two bores

Supply, lowering, fixing & jointing PVC blind Pipe 9" internal dia size of 10 kg/cm2 pressure (in the bore hole) of Prince/ Supreme/Skipper make complete in all respect. (NS)

Labour for making holes in 9" i/dia PVC pipe all around to make the pipe perforated, complete in all respect. (NS)

Providing, fixing and jointing PVC sockets/couplers of 9" i/dia size, complete in all respect. (NS) Make:- Prince/Supreme/Skipper

Providing and fixing PVC end caps (for 9" i/dia PVC pipe) of Prince/ Supreme/Skipper make complete in all respect. (NS)

Supply, fixing & jointing PVC filter jali and dhaga etcof best quality. duly wraped over PVC perforated pipe, complete in all respect. (NS)

Providing and fixing copper revitts of best quality, complete in all respect. (NS)

Providing and fixing 35 HP capacity submersible pumping set three phase of KSB/LUBI/Croupton/Kirlosker make, complete in all respect.(NS)

Providing and fixing electric Panel suitable for 35 HP capacity submersible pumping set consisting of all required items/accessories like ampere Meter, volt Meter, starter, main switch & wires for connections etc. of L&T / Havells, Make, complete in all respects. {NS}

Providing and fixing Base Plate (Heavy duty) of required shaps & size, complete in all respect. (NS)

Providing and fixing G.I. bend of 4" i/dia size with flange and rubber gasket etc.of Unik/Unko make, complete in all respect. (NS)

Development of tubewell cavity for at leat 12 hours or up to development of cavity with suitable engine or any other system, complete in all respect to the satisfaction of Engineer- In charge. (NS)

Supply of PVC Tee of 6" x 6" x 4" i/dia size of Prince/Supreme/Skipper Make, complete in all respect. (NS)

Supply and fixing of Female Threaded Adoptor (FTA) of Prince/Supreme/Skipper Make, complete in all respect. (NS)

Supply and fixing of Cast Iron Flange with rubber gasket etc. ISI maked, complete in all respect. (NS) (a) 100 mm i/dia

(b) 150 mm i/dia

Supply and fixing of Cast Iron blank Flange ISI maked of best quality, complete in all respect. (NS) (a) 100 mm i/dia

(b) 150 mm i/dia

Supply and fixing of Air Releage Valve (ARV) consisting of G.I. pipe 25 mm i/dia 6'-0" long 'B' class ISI, 150 mm i/dia PVC saddle piece, C.I. Non return valve 25 mm i/dia with nuts & bolts etc. complete in all respet of Ravindra/Prince/ISI mark as required by the Engineer In-charge. (NS)

Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Skipper make (as approved by the Engineer-in-Charge). (NS) a) 160 mm o/dia size (6" i/dia)

(b) 110 mm o/dia size (4" i/dia)

Supply and fixing of PVC Bend of Prince/Supreme/Skipper Make, complete. (NS) (a) 100 mm i/dia

(b) 150 mm i/dia

Supply and fixing PVC Control Valves of best quality ISI marked of Prince/Supreme /Skipper make, complete in all respect. (NS) (a) For 110 mm o/dia (4" i/dia) pipes

(b) For 160 mm o/dia (6" i/dia) pipes

Supply and fixing PVC End Cap of Prince/Supreme /Skipper make, complete in all respect. (NS) (a) For 110 mm o/dia (4" i/dia) pipes

(b) For 160 mm o/dia (6" i/dia) pipe

Electrical work 72 to 82:- MCCB ,DISTRIBUTION BOARDS, MCB's, RCCB's, CHANGE OVER etc. 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. TRIPLE POLE MCCB 16 to 100 Amp, 25 KA (HSR 23.22.1.3)

Supply and erection of Godrej Almirah typeM.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1 :2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineerin-charge of the work:-. M.S. pedestal of size 750 mm wide , 900 mm high , 300 mm deep and bottom totally open , duly embeded in cement concrete block of size 900 mm x 450 mm x 200 mm above ground level , having a base of size 1050 mm x 600 mm x 250 mm below ground level . (HSR 23.27.2)

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 )

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 x 3mm G.I. strip on surface or in recess for 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)

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

The Kaithal Saraswati Co-Op L and C Society Ltd.

The Shri Ram Coop. Society Ltd.