Construction of 7 feet 3 inch high boundary wall main gate along with security hut and development works for establishment of Regional Research Station at Village Chansoli Tehsil Naraingarh Distt Ambala for MaharanaPratap Horticulture University Karn

Amount

Earth work excavation in ordinary soil exclusive of compensation of earth-b. earth-work undressed with a combined lead upto 15 metres including breaking of clods (HSR-6.2)

Dressing of earthwork :-new work or remodeling work [HSR-6.3 (a)]

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6)

Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres[HSR-6.13(a)]

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m (HSR-6.25) a) Soft/loose soil

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR-10.28)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR-10.39)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR-10.41)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first story up to 4 metres above plinth level. (HSR-10.59)

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR-10.77]

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position complete at the ground level or in first storey. [HSR-10.78]

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects.[HSR-10.81]

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respect. (ground floor) (HSR-10.82)

First Floor

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns,(square or rectangular) battens and lintels etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (HSR-10.86) Ground Floor

First Floor

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias parapets and other thin vertical sections, not covered by item nos. 10.82,10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but including centring and shuttering , laid in position, complete in all respects (HSR-10.89) Ground Floor)

First floor

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects,(For work upto 1.5 metres below ground level). (HSR-10.90)

Extra over Item No. 10.79 to 10.94 if 1:1 ½ :3 mix is used, instead of 1:2:4 [HSR-10.95(a)]

Damp proof course 25mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65Kg per sqm laid hot and sanded, (HSR-10.114)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (HSR-10.132)

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR-11.2)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR-11.4)

First class brick work laid in cement sand mortar 1:6 in first story upto 4 metres above plinth level. (HSR-11.7)

First class brick work laid in cement sand mortar 1:4 in first storeyupto 4 metres above plinth level (HSR-11.9)

11.43 cm thick brick wall with every fourth course reinforced with hoop-iron laid in 1:4 cement stone dust (from crusher) mortar in superstructure (HSR-11.51)

Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and another layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc [HSR-13.13](ground floor)

First floor

Providing and embedding 100 mm dia H.C.I rain water without ears I.S.I. mark pipe in cement mortar during masonry work [HSR-13.43]

Providing and fixing cast iron rain water non pressure pipe, I.S.I. mark with ears with screw and wooden plugs fixed on wall face including filling joints with spun-yarn and cement mortar 1:2 excluding head and shoe, etc. (a) 100 mm dia pipe [HSR-13.45(a)]

Extra over rate of item nos. 13.43 and 13.45(a) in case lead joints are used instead of cement joints. [HSR-13.46(a)]

Providing and fixing C.I. plain bends in position with gutter, etc. (a) for 100 mm dia pipe [HSR-13.49(a)]

Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 [HSR-13.50]

Supplying and fixing in position G.I. pipe class ‘B’ spouts in chajjas and cantilevers (d) 40 mm internal dia, G.I. pipe [HSR-13.55]

Bottom khurra on ground 1.2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 [HSR-13.57]

Deodar wood beading 75mm X 12mm including fixing in position etc., complete [HSR-13.69]

Base course of floors consisting of 100mm thick cement concrete 1:8:16 and 100mm sand or stone filling. (HSR-14.1)

Conglomerate floor 40 mm thick cement concrete topping 1:2:4 (HSR-14.9)

18 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding off junction with floors [HSR-14.18]

Flat brick or tile flooring laid dry over a bed of 6 mm thick cement sand mortar 1:6 grouted with cement sand mortar 1:4 and top surface to be left clean after wire brushing [HSR-14.24]

Dholpur stone 25 mm thick in wall facing (lining) laid in any pattern as specified on 12 mm thick cement coarse sand mortar 1:3 and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, pins and dowels etc [HSR-14.60]

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in flooring laid in any patterns as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI& RAK. ii. Tiles shall be fixed by using PVC spacers of required size and the space between tiles shall be filled up with cement based grout of approved make &colour. Nothing extra shall be paid for this [HSR-14.89]

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in skirting / dado laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI& RAK. ii. Tiles shall be fixed by using PVC spacers of required size and the space between tiles shall be filled up with cement based grout of approved make &colour. Nothing extra shall be paid for this. [HSR-14.90]

Providing and fixing ceramic tiles/ anti skid tiles of size 400 mm x 400 mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles Notes: (i). Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI & RAK. (ii). Tiles shall be fixed by using PVC spacers of required size and the space between tiles shall be filled up with cement based grout of approved make &colour. Nothing extra shall be paid for this [HSR-14.91]

Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colour, shades except burgundy, bottle green, black of any size of approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement coarse sand mortar 1:3 and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete (b) size of ceramic glazed tiles 300 mm x 450 mm [HSR-14.92(b)]

12mm thick cement plaster 1:5 [HSR 15.6]

12 mm thick cement plaster 1:6 on walls [HSR-15.7]

15 mm thick cement plaster 1:4 on the rough side of single or half brick wall [HSR-15.10]

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall [HSR-15.11]

15 mm thick cement plaster 1:6 on the rough side of single or half brick wall. (HSR-15.12)

10mm thick cement plaster 1:3 (HSR-15.46)

12mm thick lime fly ash plaster 1:2 (HSR-15.48)

10mm thick cement plaster 1:4 (HSR-15.52)

Cement pointing 1:2 deep variety on brick and tile work (HSR - 15.60)

Striking joints in lime or cement on brick and tile walls. [HSR-15.69(a)]

Cement pointing 1:2 flush on flat brick flooring [HSR-15.71]

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 :- (a) Vertical [HSR-15.77(a)]

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-16.1]

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping, etc. (HSR 16.2)

Painting two coats excluding primering coat with synthetic enamel paint in all shades on wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR-16.9)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25)

Whitewash in three coats (HSR-16.48)

Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to the required finish complete [HSR-16.52]

Distempering with washable oil bound distemper (of approved manufacture) two coasts excluding priming coat on new work. [HSR-16.57]

Finishing walls with exterior decorative cement based paints such as snowcem , Robbiacem etc. on new work, two coats to give an even shade(HSR-16.61)

Providing two coats of exterior acrylic emulsion paint (b)1st quality [HSR-16.79(b)]

Providing and applying two coats of white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc., complete [HSR-16.81]

Commercial hard wood such as hollock, champ, chikrassy and chaplash ,etc.,(non coniferous timber other than teak conforming to I.S. specification No. 1003 kiln seasoned), shutters with vertical styles and rails, as specified in the statement No.1 ( attached in the end of this chapter) , with two Nos. plywood panels of the specified thickness, mentioned below , tongued and grooved including the cost of iron hinges, screws, chocks/cleats, stops ,etc. ,complete fixed in position excluding the cost of tower bolts and handles but including the labour for fixing the same- (a) 35 mm thick (12 mm thick BWR Grade-II ply wood panel) Note: Nothing shall be paid extra for additional vertical style (any size) if required by the Architect or by the Engineer-in-Charge) [HSR-17.30(a)]

Proving and fixing 35 mm thick glazed door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. ( non-coniferous timber other than teak confirming to I.S. specifications No. 1003 kiln seasoned), with vertical styles and rails, as specified in the statement no.1 ( attached in the end of this chapter), with glass panes of 4 mm thickness , tongued and grooved including the cost of iron hinges , screws, chocks/cleats, stops , etc., complete fixed in position excluding the cost of tower bolt and handles but including the labour for fixing the same (a) 35 mm thick ( 4 mm thick glass panes) [based on HSR-17.30(i)+17.24©]

Wire gauze commercial hard wood such as hollock , champ, chikrassy , etc., ( Non –coniferous timber other than teak conforming to I.S. specification no. 1003 kiln seasoned) door and window shutters without springs housed in chowkats including chocks, iron hinges and screws, etc., complete fixed in position ( excluding the cost of tower bolt and handles but including the labour for fixing the same)-(HSR 17.31 (a) (i)30 mm thick Note: Nothing shall be paid extra for additional vertical style (any size) if required by the Architect or by the Engineer-in-Charge

Cost of aluminium fittings complete for doors and windows, such as tower bolts, handles, etc., and screws for these fittings (excluding sliding bolt)- (a) for single leaf shutter [HSR-17.72(a)]

Providing and fixing MS single acting siring hinges with necessary screws, etc, complete (c ) 150 mm [HSR 17.80(c )]

Providing and fixing sliding bolt with nuts and screws, etc, complete [HSR-17.83 B (ii)]

Providing and fixing sliding bolt with nuts and screws, etc., complete- (c ) Iron (ii) size 250 mm X 16 mm [HSR-17.83 C(i)]

Providing and fixing 0.50 mm thick aluminium sheet, including cost of necessary screws, etc., complete (HSR-17.87)

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops, etc., ( excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)- (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :- (iii) 35 mm thick [HSR-17.93 (a) (iii)]

Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS;733 and IS; 1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminium sections shall be smooth rust free straight mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling C.P. brass/ stainless steel screws, all complete. Fixed portion (Anodized Aluminium transparent or dyed to required shade according to IS;1868, minimum anodic coating of grade AC 15) [HSR-17.95)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS; 733 and IS;1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including clear angle, Aluminium snap beading for glazing/ paneling C.P. brass/ stainless steel screws, etc. complete. Shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including of cost of PVC/ neoprene gasket required including Aluminium fitting [HSR-17.96]

Providing and fixing 12 mm thick pre laminated particle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p. brass/ stainless steel screws etc. complete. Pre-laminated particle board with decorative lamination on both sides. [HSR-17.97(b)]

Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC/ neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items). With float glass panes of 5.00 mm thickness {HSR-17.98(b)}

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS; 6315 marked for doors including cost of cutting floors as required embedding in floors and cover plats with brass pivot and single piece M.S. sheet outer box. With Stainless Steel cover plate. [HSR-17.99(b)]

Providing fixing aluminium round shape handle of outer dia 100 mm with screws etc. complete. Anodized (AC-15) Aluminium. [HSR-17.102(i)]

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- (c) tees, angles and channels [HSR-18.1(c)]

Wrought iron and mild steel (using angles, flats, square bars, tee, channels) ladders grills, gratting frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR-18.12)

Fe-500 D EQR TMT steel bars for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete. (HSR 18.22)

Supplying openable steel doors and windows, of standard steel sections, joints mitred and electrically flash welded including provision for arrangement of receiving handles, peg stay, catcher will also be welded with the frame and providing and fixing pressed steel projected hinges, iron lugs, glazing clips ( excluding wooden shutters, glazing and fittings such as handles, peg stay and catcher etc.) and finished with one coat of ready mixed red lead non setting primer (HSR-18.24)

Fixing steel windows in walls with lugs, embedded in 15 cm x 11.43 cm X 7.5 cm cement concrete blocks, of 1:3:6 mix, excluding fixing of glass panes but including cost of cement concrete for lugs [HSR-18.29]

Supplying and fixing glass panes including special metal sash putty of approved make (a) glass panes 4 mm thick, exceeding 40 sqdm areas [18.30(b)]

Pressed steel sheet frames (chowkhats), consisting of 2.00 mm thick steel sheet of the specified section, including iron lugs (hold fasts, iron hinges, confirming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red led non-setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs, complete:- c. door and window frame of size 127mmx 50mm with 40mm wide double rebate [HSR-18.34(c)]

Supplying GI Pipes Class B marked with IS-1239 in 3.05M length, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts Marked with IS: 1363 rubber gaskets, marked with IS: 638 Jointing with pumping machinery and lowering into tubewell and testing including carriage, loading, unloading etc. complete in all respect to the satisfaction of Engineer-in-Charge. [HSR-28.52] (i) 50mmi/d

(ii) 100mm i/d

Earthing [HSR-31.22] (i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required.

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

(xii) 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

(xvi) Pdg and fixing 4.00 mm GI wire on surface or in recess for loop earthing as required.

Supply and erection of underground cable 1 metre below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches. (xiii) 16 sqmm 3 core cable ( armoured) [HSR-31.25 (xiii)]

Supply and erection of module case circuit breaker single pole/4 pole on wall on existing pedestal including bounding to earth and making necessary connection required to complete the job in all respect upto the entire satisfaction of the Engineer-In-Charge of the work. (i) 4 pole MCCB 6 to 63 amp [HSR-31.69(iv)]

Supply and jointing three core flat cables of Finolex, Polycab, Ecao& Benton with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, material as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer-In-Charge. Capacity of motor : 22.00 KW to 36.00 KW size of cable 10.00 Sq.mm (copper) [HSR-31.59]

Wire &Cabble (i) Supply and erection of 3 core PVC copper insulated and sheathed circular flexible wire- Size 1.00 Sqmm(32/0.20mm) HSR 31.9(ii)

Miniature circuit breaker and Isolator S/E of miniature circuit breaker and isolator 240/415 volts in the existing distribution board including making necessary connections :- (HSR 31.17) (i) 6 amp to 32 amp single pole

(ii) 6A to 32A SPN

(iii) 40 amp to 63 amp TPN

Supply and erection of Fittings and Accessories S/E of hexagonal M.S. box 1.60mm thick having each side 8 cms, 7.5cms deep, top covered with M.S. lid by means of screws including 10 mm dia 30cm long mild steel rod made into suitable suspension hook and erected in RCC slab for erection of fan, (HSR 31.18-xxvi)

Supply and erection of PVC pipe of 6Kg. Pressure, laid 1 metre below ground level complete, including digging refilling of the trench with jointing etc. :- (a) PVC pipe 65mm dia [HSR 31.21 (xxx) (c)]

Earthing (i) Earthing with GI earth pipe 4.5 mtr long and 40 mm dia with masonry enclosures on the top etc as required. (HSR 31.22-i)

(ii) Extra for using salt and charcoal/coke for pipe earth electrode as required. [HSR-31.22 (ii)]

(xii) Pdg. & laying earth connections from earth electrode with 4.00mm dia GI wire in 15mm dia GI pipe from earth electrode as required. (HSR 31.22-xii)

(xiv) Pdg. And fixing 4.00 mm dia GI wire on surface or in recess for loop earthing as required.

Under Ground Cables :- S/E of underground cables 1 meter below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches:- (iv) 10 Sqmm 2 Core (armoured) (HSR 31.25-iv)

(V) 16 Sqmm 2 Core (armoured)

Supply and erection of suitable compression type brass cable glands for underground Cable:- (iv) 10 sqmm to 16 sqmm cable 2 to 4 core (HSR-31.28)

Supply and erection of metal clad bus bar chamber made from 1.6mm thick M.S. sheet fixed with rag bolts on wall or on existing pedestal/angle iron frame including bonding to earth, detachable top and bottom painting and necessary connections etc. (Copper bars duly tinned) ii. 100 amp. 4 bars of 55 cm each (cross section 25mm x 3mm), chamber overall size 60cm x 45 cm x 18 cm. (HSR-31.31)

Pedestal (iii) M.S. Pedestal of size 750mm wide, 1200mm high 300 mm deep and bottom totally open duly embedded in cement concrete block of size 900mm x 450 mm x 200 mm above ground level duly plastered with 12mm thick 1:4 cement plaster, having a base of size 1050mm x 600mm x 250mm below ground level. [HSR-31.33]

Supply and erection of aluminium lugs heavy duty including harge of the work. d crimping etc, upto the entire satisfaction of the Engineer-in-C 16 sqmm [HSR-31.35 (ix) ]

S/E of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. (HSR 31.40) (i) Cable Size 1.5 sqmm (3/0.81)

(ii) Cable Size 4 sqmm (7/0.85)

S/E of double door sheet steel enclosure D.B. suitable for MCBs & ELCBs etc. recessed in waoo including bonding to earth with all labour and material required etc. (HSR 31.41) (ii) 8 Way SP&N (Horzontal)

(v) 4 Way TP&N (Horzontal)

S/E of PVC conduit pipe ISI marked (Medium) recessed in wall / ceiling etc. including cost of PVC bends, inspection box and all other material required to complete the job in all respect.(HSR 31.44) 20 mm dia

Pdg. & fixing modular type accessories of app. Make in existing box including fixing and making necessary connections complete in all respect. (i) 10 amp. 1 way switch (HSR 31.56)

(i) 20 amp. Switch

(ii) 10 amp. Socket

(iii) 16 amp. Socket

(iv) Fan Regulator

(v) Blinking plate

Pdg& fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate with all labour and material required for the job. (HSR 31.57) (i) 1 & 2 Modules

(i) 3 modules

(ii) 6 Modules

(iii) 8 Modules

Supply & Erection of Hot Dip Galvanized octagonal pole of 3mm thickness with base plate including cost of nut and bolts and all accessories as supplied by the manufacture including cost of foundation accessories etc,. The foundation bots as per manufacturer design should be hot dipped galvanized pole complete with door licking arrangement. Terminal plate consisting of 2 Nos. 100 A 4 pole natural for 2 No. MCBs kit kat including cost of R.C.C. 1.53 for foundation of size 0.7 M x 0.7M x 1.8M with minimum 8 Nos. 12mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200mm C.C. for fixing the pole with all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer in Charge of the work. (HSR-31.68) (ii) 8 mtr long pole with top dia 70mm and bottom 135mm with base plate of size 225x225x16mm.

Supply and erection of module case circuit breaker single pole/4 pole on wall on existing pedestal including bonding to earth and making necessary connection required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of work (HSR 31.69) (iv) 4 pole MCCB 6amp. to 63 amp

S.I.T.C. of flash bay LED light 70 watt IP-66 lights with MH Lamps retrofit kit, multiple LED with lamps optics and pressure die-cast aluminium housing for efficient thermal management. Total system lumen of 70 watt LED should be 8400 or above in cool day light (5700 K to 6500K), lumen efficacy of ≥135lm/W, Power factor ≥0.95, CRI ≥70, Average life≥50000 hours. Complete with all accessories as required with connections (NS)

S.I.T.C. of surface/wall mounted LED light 20 watt 4 ft. long with base suitable to housing the T-8 LED tube. Total system lumen of 20 watt LED should be ≥2200 or above in cool day light (5700 K to 6500K), lumen efficacy of ≥140lm/W, Power factor ≥0.95, CRI ≥80, Average life≥50000 hours. Complete with all accessories as required with connections (NS)

S/E of ceiling fan 1200 mm (48") sweep with 5 star rating complete in all respect.(NS)

S/E of air ventilating fan 10" 250mm sweep with RPM 1200 (NS)

S.I.T.C. of LED flood light 70 watt IP 65 lights multiple LED with lamps optics and pressure die-cast aluminium housing for efficient thermal management. Total system lumen of 70 watt LED should be 7350 or above in cool day light (5000 K to 6500K), lumen efficacy of ≥130lm/W, Power factor ≥0.95, CRI ≥70, Average life≥50000 hours. Complete with all accessories as required with connections (NS)

Boring of well 12”dia with suitable boring system minimum upto300 feet deep or potable water is obtained, complete in all respects as directed by Engineer-In-Charge. (NS Item)

Providing, lowering and jointing PVC pipe 10”internal dia of 10Kg./cm2 pressure in the bore, ISI marked of Finolex/supreme make, complete in all respect. (NS Item)

Providing, lowering and jointing PVC perforated pipe 10”internal dia of 10Kg./cm2 pressure in the bore, ISI marked of Finolex/supreme make, along with PVC filter jali and dhaga etc. of best quality (duly wrapped on the PVC perforated pipe) complete in all respect. (NS Item)

Providing and fixing in position PVC sockets of 10”i/d of 10kg/cm2 pressure in the bore hole, complete in all respects. Make:- Supreme/Finolex (NS Item)

Providing and fixing in position end cap of 10”i/d, complete in all respect. Make:- Supreme/Finolex (NS Item)

Providing and fixing/wrapping of PVC jali along with PVC dhaga etc. (on PVC perforated pipe) of best quality, complete in all respects. (NS Item)

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

Providing and fixing MUG 50 panel board suitable for 33HP capacity submersible pumping set consisting of all required items like amp metre, voltmeter, starter and wires for connections etc. of L&T make, complete in all respect. (NS Item)

Supply and filling of gravels/bajri in bore of required size, complete in all respect as directed by Engineer- in- Charge.

Development of tube-well for at least twelve hours to develop the cavity with suitable system/ engine etc. complete in all respect to the entire satisfaction of Engineer-In-Charge. (NS Item)

Providing and fixing GI Reducer of 5”x4” i/d size of ISI marked, complete in all respects. (NS Item)

Providing and fixing in position three phase 415 V, 33HP capacity 4 stages submersible pumping set with 4”delivery, complete in all respect as per direction of Engineer-In-Charge.Make:- V-8KSB/Lubi/Servo/Texmo (NS Item)

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

Earth filling in open area and under plinth protection 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 14 mm to 17 mm thick and 32 mm wide in floor 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 140 mm wide in floor fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge (NS)

Providing and fixing G.I. barbed wire fencing, weighing 13.60 kg to 15.50 kg per 100 metres (Horizontal/ diagonal )and fixed with G.I. wire of 12 gauge or by providing cut including drilling holes in the posts, complete in all respects as directed by Engineer-in-Charge (including the cost of G.I. wire used for binding which shall not be measured for payment but excluding the cost of posts, struts, earth work and concrete which is payable extra) (NS)

Providing and fixing concertina spiral G.I. wire fencing of 1'-6” dia on Y-shape angle iron posts and barbed wire fencing (excluding cost of angle iron posts & barbed wire fencing) weighing 150 kg to 160 kg per 100 meter, (make as approved by Engineer In charge and confirming to IS specifications) fixed with plain GI wire of 16 gauge, complete in all respect as directed by Engineer-in-Charge (plain GI wire used for binding shall be not be measured for payment). (N.S.)

Providing and fixing C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects (NS)

Providing and fixing 19 mm thick block board (BWR Grade-II) ISI mark, shutters for cabinets including iron hinges and screws, etc., fixed in position, complete in all respects as per drawing and design. (NS)

Providing of JCB including the cost of driver, fuel etc, for levelling of land, removal of roots of any size inside the University land as directed by Engineer-In-Charge.(NS)

M/s Hisar Construction Company