Pdg and laying underground PVC pipe line 250 mm i/dia size for supply of sewage treated water for irrigation purpose from Chatang drain to area of Director Farms, construction of water collecting well pit and pump house in farm area at CCS HAU, Hisar

Amount

Civil work 1 to 75:- 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)

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)

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}

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 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.1.1)

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)

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)

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: (HSR 6.14.1) 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)

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 10.5 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 10.5 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 10 mm 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 Flooring 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 :2 (1 cement: 2 fine sand) (HSR 11.5.1)

1 :3 (1 cement: 3 fine sand) (HSR 11.5.2)

1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)

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

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)

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)

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)

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications Ordinary soil, Manual Means Depth up to 3 m (HSR 15.1.1.1) Note:- 1. Cost of dewatering may be added where required up to, 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions.2.The excavated earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 15.1 excluding marshy soil. 3.The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost of excavation for open foundation.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications Ordinary soil, Manual Means Depth 3 m to 6 m (HSR 15.1.1.2) Note:- Cost of dewatering may be added where required up to 15 per cent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.

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. 250 mm internal diameter of pipe line laid complete (HSR 20.7.8)

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 250 mm i/d pipe (HSR 20.8.7)

Cutting A.C./P.V.C. pipes and specials and chipping or filing surface to a uniform finish 250 mm i/d (HSR 20.9.7)

Supply and fixing of Air Releage Valve (ARV) consisting of saddle peice for 10" i/dia pipe with 1" i/dia outlet, 1" i/dia G.I. pipe 5'-0" long peice duly threated and 1" i/dia C.I non return valve with nust & bolts etc. complete in all respet of Ravindra/Prince/ISI mark as required by the Engineer In-charge. (NS)

Supply and fixing of Cast Iron Flanged assembly of 10" i/dia size of best quality, complete in all respect. (NS)

Supply of PVC specials of following size of Prince / Supreme/Skipper make as per detail given below:- (NS) (i) PVC Tee 10" x 10" x 10" i/dia

(ii) PVC Elbow 10" i/dia (NS)

Supply and eraction of cost iron Blank Flange (Heavy duty) best quality complete in all respect. (i) 10" i/dia size (NS)

(ii) 6" i/dia size (NS)

Supply and fixing of Rubber Flange of best quality complete in all respect. (i) 10" i/dia size (NS)

(ii) 6 " i/dia size (NS)

Supply and fixing of nuts & bolts of best quality complete in all respect with washers etc. (i) 15 mm thick 10" long (NS)

(ii) Suitable for 6" i/dia flanges (NS)

Supply and fixing of Cast Iron Flange (Heavy duty) of best quality, complete in all respect. (i) 10" i/dia size (NS)

(ii) 6" i/dia size (NS)

Supply and fixing of Cast Iron Flanged reducer of 10" x 6" i/dia size of best quality, complete in all respect. (NS)

Supply and fixing of 6" i/dia G.I. pipe 'B' class ISI marked of Ravindra/Jindal/Parkash (Surya) make, complete in all respect. (NS)

Supply and fixing of Cast Iron Flanged Tee of 6" x 6" x 6" i/dia size of best quality, complete in all respect. (NS)

Supply and fixing of Cast Iron Flanged Bend of best quality, complete in all respect. 6" i/dia size (NS)

Supply and fixing of Cast Iron Reflex valve of 6" i/dia size with rubber flange of best quality, complete in all respect. (NS)

Supply and fixing of Cast Iron Nipples of best quality, complete in all respect. (NS)

Supply and fixing of PVC Control valves of best quality, complete in all respect of Prince/Supreme/Skipper Make. 6" i/dia size

Supply and fixing of Cast Iron plain bend (45º) of best quality, complete in all respect. 6" i/dia (NS)

Supply and fixing of PVC corrugated hose pipe of best quality with clamp, complete in all respect. 6" i/dia size (NS)

Supply and fixing of Cast Iron pipe 6" i/dia size of best quality ISI marked, complete in all respect. (NS)

Supply and fixing of Cast Iron plain bend of best quality, complete in all respect. 6" i/dia (NS)

Supply and fixing of fewerage Drainage Pump of size 150 x 150 mm coupled with electric motor of 20 HP, fitted on foundation or M.S. Channel of 5" x 2" including fittings, complete in all respect. Make:- Kirloskar/Crompton/KSB. (NS)

Supply and fixing of electric control panel consisting of M.S. sheet of 14 guage thickness duly painted box type floor/wall mounted made of angle iron frame containing 1 No. automatic brake startar of suitable capacity, Main switch of suitable range with fuge, Volt miter (0-500 volts), Ampere miter (0-100 Amp.), indicator lamps, with wiring, MCB, Capacitor etc. complete in all respect. Make:- Havells/L&T (NS)

Supply and fixing of PVC foot valve 6" i/dia size of best quality, complete in all respect. Make:- Supreme/Skipper/Prince (NS)

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

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)

Electrical work 76 to 97:- 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 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 charcoal/coke for for pipe earth electrode as required. (HSR 24.1.2 )

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

Supplying and laying 25 mm x 5 mm GI strip in 40 mm dia G.I pipe from earth electrode as required.(HSR 24.1.7)

Pdg. and fixing 25 mm x 5 mm G.I strip on surface or in recess for connection 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)

Supply and erection of prestressed cement concrete pole 9 metres long 105 mm x 115 mm at top and 105 mm x 315 mm at bottomwith working load of 200 kg.burried 1.80 m in ground complete in all respect. (NS)

S/E of Galvanised V-Shape cross arm with half clamp , V shape made out of 75*40*6mm channel & 50*6mm for Half Clamp suitable for 9M long PCC pole with clamp complete in all respect. (NS)

S/E of Galvanised top Hamper made out of 50x6mm M.S flat suitable for 9M long PCC pole complete in all respect. (NS)

Making guarding with 8 swg GI wire on HT/LT lines including the cost of GI wire complete in all respect. (NS)

S/E of 11KV Polymeric pin insulator with G.I pin complete on 9M PCC pole of approved make by DHBVN complete in all respect to entire satisfaction of EIC. (NS)

S/E of fabricated Galvanised M.S channel/ M.S angle Iron/ M.S flat on PCC poles 9 mtr. long as per ISI specifications ( for H pole Structure , Transformer Platform etc ) (NS)

S/E of 11KV Polymeric disc insulator with fitting on PCC pole as per HVPNL requirement complete in all respects. (NS)

S/E of 11KV Gang operated switch confirming to latest IS specification & amendments i/c suitable size of copper blade , Handle , G.I Pipe , with the help pf channels of size75x40x6mm (heavy duty) etc. make Rashtriya (NS)

S/I/T/C of 100KVA outdoor type non-sealed three phase 50Hz 11/433V copper wound oil immersed naturally cooled distribution transformer complete with fitting and acc. Complete in all respect. (NS) Jaybee/Nucon/

S/E of G.I nut and bolts of all sizes as per IS:1363/1966 ---complete (NS)

S/E of 9M PCCc Pole stay set complete in all with stay wire and disc insulator comprising of M.S rod of 18mm dia 1.8 mtr long to withstand 1000Kg load etc. (NS)

Supply and erection of under ground cable, loose in existing pipe or trenches complete with necessary connections:-i) 50 sq mm 3 ½ Core cable ( NS)

S/E of ACSR 30sqmm complete in all respect (NS)

S/E of LT fuse board with aluminium strip on Acrylic sheet (NS)

Supply Erection of 8SWG GSL Wire for 02 Runs Guarding of Line complete in all respect (NS)

YASHRISHI ENGINEERING