Extension of Agro Processing Center (construction of lab) in the premises of College of Agricultural Engineering and Technology at CCSHAU, Hisar.(including PH and EI works) (re-invited)

Amount

Civil work 1 to 71: -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 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m (a) soft/loose soil {HSR 6.25(a)}

Dismantling brick work, tile masonry or tile lining and tile terracing {HSR 8.5(b)} (b) in cement

Extra for smooth exposed concrete finish as desired which is not to be touched or plastered but is to be left as it comes out of the shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc., inclination not exceeding 25 degree with horizontal.(HSR 9.1(45% of labour rate)

Extra for smooth exposed concrete finish as desired which is not to be touched or plastered but is to be left as it comes out of the shuttering for columns (square or rectangular or polygonal in plan) (HSR 9.9(45% of labour rate)

Extra for smooth exposed concrete finish as desired which is not to be touched or plastered but is to be left as it comes out of the shutting for corbel, parapets, fascias and other similar items. (HSR 9.11(45% of labour rate)

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth {HSR 10.28}

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level (HSR 10.59)

Pre-cast cement concrete 1:3:6 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+note)

Pre-cast cement concrete 1:3:6 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+note)

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 20mm 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 respects (HSR 10.82)

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)

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)

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 Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {HSR 10.95(a)}

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg 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 1:6 in first storey upto 4 metres above plinth level (HSR 11.7)

11.43 cm thick brick wall laid in cement stone dust (from crusher) mortar 1:4 in superstructure (HSR 11.53)

Providing 5.72 cm brick dalli facing with brick size 22.86 cm X 11.43 cm X 5.72 cm thick to be obtained after cutting of bricks laid in cement sand mortar 1:3 on RCC lintels, beams fascia etc. including centring and shuttering complete (HSR 11.98)

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 an other 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)

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. {HSR 13.45(a)} (a) 100 mm dia pipe

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. {HSR 13.49 (a)} (a) for 100 mm dia pipe

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)

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)

Cement concrete 1:2:4 gola 10 cm X 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64)

Providing and fixing false ceiling with 12 mm thick Gypsum Board fixed on M.S. steel runners frame including cost of screws angles, cleats, rawel plugs with taping, filling with Gypsum compound and applying priming coat etc. complete in all respects (HSR 13.91)

Providing and fixing mineral fibre false ceilings tiles at all hieghts of size 595 x 595 mm of approved texture, design and pattern, the tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85%, Thermal Conductivity K = 0.052 (-) 0.057 w/m k, Fire Performance as per (BS 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round gavanized iron section of 0.33 mm thick (galvanized @ 120 gsm) comprising of main T runners of 15 x 35 mm of length 3000 mm, cross T of size 600 x 600 mm suspended from celing using galvazied mild steel item (galvanizedd @ 80 gsm) 50 mm long 8 mm outerdiameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85 x 25 x 2 mm, spaced at 1200 mm centre to centre along main 'T'. The suystem should rest on periphery walls/partitions with the help of GI perimeter wall angle of wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all hieghts, The work shall be carried out as per specifications, drawings and as per directions of the Engineer-in-charge. with or without groves(HSR 13.92)

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

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 {HSR 14.89} Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, SIMPOLO & 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.

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 {HSR 14.90} Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, SIMPOLO & 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.

12 mm thick cement plaster 1:6 on walls {HSR 15.7}

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

10 mm thick cement plaster 1:4 on underside of ceiling (HSR 15.52)

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)

Cement pointing on stone slab pavement with cement mortar 1:2 (HSR 15.73)

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 :- (HSR 15.77(a) (c) vertical

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 :- {HSR 15.77(b)} (d) horizontal

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 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 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)

White washing three coats {HSR 16.48}

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

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 (J.K/ Birla make). (HSR 16.81)

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 (Based on 17.30 (a) + 17.24 (c)} (b) 35 mm thick ( 4 mm thick glass panes)

Providing and fixing sliding bolt with nuts and screws, etc., complete (HSR 17.83(b)(ii)} (b) aluminium (ii) size 250 mm X 16 mm

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 :-{HSR 17.93(a)(iii)} (iii) 35 mm thick

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. (HSR 17.95) Fixed portion (Anodized Aluminium transparent or dyed to required shade according to IS;1868, minimum anodic coating of grade AC 15)

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. (HSR 17.96) 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.

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 CP brass/ stainless steel screws etc. complete. (HSR 17.97(b)} (b) Pre-laminated particle board with decorative lamination on both sides.

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). {HSR 17.98(b)} (b) With float glass panes of 5.00 mm thickness.

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

Wrought iron and mild steel (using angles, flats square bars. tees and channels) ladders, grills, gratting frames, window guards, iron door openable 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 TMT steel bars for R.C.C., works, where not included in the complete rate of R.C.C. , 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(HSR 18.30(b)} (b) glass panes 4 mm thick, exceeding 40 sq dm areas

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:- (HSR 18.34 (a)} (a) door and window frame of size 89mmx 50mm with 40mm wide single rebate..

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 15 mm to 18 mm thick Z-Black granite stone (polished) on worktop 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 including rubbing and polishing, complete. (NS)

Providing and fixing factory manufactured cement concrete 1:2:4 kerb finished smooth and of size 1’-0” x 1’-0” x 0’-6” of required shape and design fixed at ground level along with road/pavement, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)

Providing and fixing 3" long hasps and staples of aluminium with necessary screws etc. for aluminium shutter under worktop, complete in all respect as directed by Engineer-in-charge. (NS)

Providing and fixing marble strips of size 14 mm to 17 mm thick and 85 mm wide in cement concrete pavement and road fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge.(NS)

Providing and fixing 19 mm thick BWR Grade -II block board (ISI mark) shutteers for cabinet including cost of iron hinges, screws etc. complete fixed in position but excluding cost of primer and paint (NS)

PH work 72 to 116:- Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawing including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimension, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc., night signals, profiles, pegs, sight rails, boning rods, crossing over trenches, for access to the houses, watching, fencing, etc., fixing and maintenance of caution boards, refilling of trenches, watering of refill, in 15 cm layers, ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, up to a lead of 1 K.M. in ordinary soil {HSR 6.10(a)} (a) for depth of excavation not exceeding 3 metres below ground level

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

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 20mm 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 respects (HSR 10.82) (at first floor)

Extra over item Nos.10.79 to 10.94, if 1:1½:3 mix is used instead of 1:2:4. {HSR 10.95(a)}

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

12 mm thick cement plaster 1:6 on walls (HSR 15.7)

Steel work, fixed independently without connecting plates, including cutting hoisting and fixing in position in:- {HSR 18.1(a)} (a) R.S. Joist

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

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets elbows etc. inside building and testing etc. complete including cutting threading. {HSR 28.18(b)} INCLUDING COST OF SPECIALS (i) 15 mm internal diameter of pipe line

(ii) 20 mm internal diameter of pipe line

(iii) 25 mm internal diameter of pipe line

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets, elbows etc. in trenches in the ground, cutting, threading and testing etc., complete. (HSR 28.19) (H) 80 mm internal diameter

(i) 100 mm i/d

Extra for fixing and jointing union couplings in G.I and W.I pipe lines. {HSR 28.21} (b) 20 mm internal diameter

(c) 25 mm internal diameter

Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. (HSR 28.24) (a) 11.43 cm thickness of walls

(b) 22.86 cm thickness of walls

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. {HSR 28.29} (b) 20 mm internal diameter

(c) 25 mm internal diameter

Making connection with the existing G.I branch main up to 40 mm size including cutting and threading pipe etc., complete excluding cost of tee and long screw, but including cartage of material to site. (HSR 28.34)

Constructing brick masonry inspection chambers sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/C.C. topping. 50 mm thick with 455 mm x 455 mm/ 455 mm x 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design. {HSR 29.84(b)} (b) size 450 mm x 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 kg with C.C. topping)

Providing slat glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with is: 651 and their lowering, cutting, jointing and testing as desired in HSR item No. 29.38, 29.39, 29.40, including the cost of jointing materials as well as carriage, loading, unlloding stacking, handing, re-handling etc. complete in all respects to the satisfaction of Engineer-In Charge. (HSR 29.95) 150 mm internal dia

Providing and fixing in position best Indian make vitreous chinaware sinks with complete fittings as fully described in item no. 30.51 above (HSR 30.52(a) WHITE (a) 600 mmx450mmx200mm

Providing and fixing 40mm G.I waste pipe embedded in walls or lead waste pipe weighing 4.46 kg/ metre and 3.0 mm thick up to floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62)

Providing and fixing 15mm C.P brass laboratory cock swan neck of best quality ( to the approval of the Engineer-in-charge) (a) one way (HSR 30.78(a)

Cutting chase in brick walls in cement or in floor for embedding G.I. or H.C.I. pipe lines and making good the same to its original condition {HSR 30.95(a)} (a) size 75 mm X 75 mm

Providing and fixing in position automatic brass ball valves in tanks {HSR 30.110(b)(iii)} (b) WITH PLASTIC BALL (iii) 25 mm internal diameter

Providing and fixing HDPE WATER STORGE TANKS of sintex, diplas O.K. Supreme make with covers/ lids marked with IS: 12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in- Charge. {HSR 30.119) 500 ltr,. capacity

Supply of GI pipe 'B' Class ISI Marked Ravindra/Jindal/BST/Parkash(Surya) Make. (NS) (i)15 mm i/d

(ii)20 mm i/d

(iii)25 mm i/d

Supply of GI Union Couplings of UNIK/UNCO make . (NS) (i) 20 mm i/d

(ii)25 mm i/d

Supply of Gun Metal Peet Valve ISI Marked of DRP/Leader/Bajaj make (NS) (a) 20 mm i/d

(b) 25 mm i/d

Supply and fixing in position stainless steel sink made of 1 mm thick Salem stainless steel sheet along with fittings of Blue Star/ Jayna make or equivalent as per AISI 304 (18/8), complete in all respect. (NS) Bowl size = 560 mm x 405 mm x 178 mm Overall size = 610 mm x 460 mm x 178 mm

Providing and fixing PVC floor traps of 3" i/d outlet of Prince/Supreme/Skipper make complete in all respect. (NS)

Providing and fixing PVC Gully traps of 4" i/d size with cover and frame of Prince/Supreme/Skipper make complete in all respect. (NS)

Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Skipper make (NS) a) 90mm o/dia (3” i/dia) size

b) 110mm o/dia (3” i/dia) size

Providing and installing split type air conditioners, five star rating inverter type with copper coils 2.0 ton capacity ± 10%) fitted with super tropical - DC PAM inverter- return cooled - rotary compressor operating on refrigerant R-410-A suitable for wall mounting confirming to IS : 1391 (part-2)/92 (except power consumption norms) with upto date amendments, suitable for operating on 230 volts, 50 Hz single phase A.C. supply having following specifications:- (i) Cooling coil row -3 Nos. (ii) Air flow (CMH) -1450 cum/ hr. (iii) Sound level (H/M/L)- 41/38/34/25(silent mode) (iv) Louvers swing- 3D + 3D Auto etc. complete in all respect MAKE :- O General/Toshiba/Mitsubishi (Heavy Industries) (five star rating) Model as approved by the Engineer-in-Charge

Providing and installation of automatic voltage stabilizer of 5.00 KVA capacity (heavy duty) copper wound 100 up voltatge ofV-Guard make ISI marked complete in all respect. (N.S.)

Providing and fixing extra copper tubing/regrigerent pipe for above split air conditioners (if required) consisting of inlet, outlet pipes, insulation and electric wiring etc. as per requirement, complete in all respect beyond 4.0 metres length. (NS) NOTES :- INSTALLATION OF AIR CONDITIONERS INCLUDES:- 1. Mounting/ fitting indoor and outdoor units at their respective locations 2. Providing & laying refrigerant pipe line of four metres length and beyond (if required) and connecting both the units after drilling holes in the wall, if required. Thickness of the copper tubing shall not less than 0.80 mm. 3. Insulating the suction pipe with expanded polythene pipe tubing. 4. Providing & laying drain pipe to throughout the condensate water being formed in the indoor unit 5. Leak testing entire system 6. Charging refrigerant gas in the unit 7. Electric wiring ; suitable electric wiring and switch should be provided with in 4 metres of the location of the units as per requirement 8. PVC channels for concealing the pipes etc. 9. Refrigerant piping thickness- 18 guage (1 mm) (i) Liquid line :- 6.35mm (1/4") (ii) Gas line:- 15.88mm(5/8") 10. Providing and fixing 2.5 sqmm x 4 core coper wire sheathed for connections and communication between indore unit to outdoor unit. (NS)

Providing and fixing in position powder coated MS stands for outdoor units of air conditioners including suitable nuts & bolts etc. of best quality complete in all respect (NS)

EI Work 117-146:- MINIATURE CIRCUIT BREAKER AND ISOLATOR:(HSR 31.17) Supply and erection of miniature circuit breaker/isolator 240/415 V in the existing distribution board including making necessary connections (a) Miniature Circuit Breakers of 9 K.A. breaking capacity (ii)6-32 amp. SP MCB SP

Supply and eraction of fitting Accessories Supply and eraction of hexgonal M.S. box 1.60 mm thick having each side 8 cms, 7.5 cms deep, top covered with M.S lid by means of crews including 10 iomm dia 30 mm long mild steel rod made into suitable suspension hook and erected in R.C.C. slb for ecreation of fan, the bottom covered with 3 mm thick bakelite sheet with suitable holes, painting etc. complete with all labour and material required to complete the job.(HSR31.18(xxvi)

PIPE LAYING: Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required :-(HSR 31.21) (xxi)Heavy gauge welded conduit pipe 20 mm dia 2.00 mm thickness flushed

(xxii) Heavy gauge welded conduit pipe 25 mm dia 2.00 mm thickness flushed

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

(xvi) Pdg. and fixing 4.00 mm dia G.I. wire on surface on inrecess 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:-(HSR 31.25) (xli) 25 sq nn 4 Core Cable (Armoured)

Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections. (HSR 31.26) (xli)25 sq mm 4 Core cable (Armoured)

Supply and erection of suitable compression type brass cable glands for underground cable (HSR 31.28) (iii)25 sqmm to 50 sqmm cable 2 to 4 core

Miscellaneous (HSR 31.35) (ix) Supply and erection of aluminium lugs heavy duty including crimping etc. upto the entire satisfication of the Engineer-in-charge of the work:- (a) 1.5 sqmm to 2.5 sqmm

(e) 25sqmm

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

(ii) 2.5 sqmm (3/1.05 mm)

Providing and fixing modular tye accessoriesm of approved make in existing box including fixing and making necessary connections, complete in all respecct.(HSR31.56) (a) 10 Amp. Switch

20 amp.switch

10 amp. Socket

16 amp. socket

Fan regulator

Blinking plate

Pdg. and 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 and face plate with all labour and material required for the job complete in all respects. (HSR 31.57) 3 Moules

6 Modules

12 Modules

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) (HSR 31.63)

Supply 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 (HSR 31.64).

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 jon in all respect up to the entire satisfaction of the Engineer-in-chaarge of the work.(HSR 31.69) (iv) 4 pole MCCB 6 amp to 63 amp

S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod and regulator etc. wih rating 5 star {NS} i) 1200mm sweep. Make: Usha, Orient, Crompton.

S/E of recessed type 42 Watt full window glare free opal diffuse LED Panel of size 595x595 mm suitable for Armstrong/POP/GB ceiling with M.S. Powder coated white housing. Total system lumen of 42 watt LED should be 4600 or above in cool day light (5600K to 6500K), Power factor >0.95, CRI (Ra) >80, LED Lamp efficiency ≥ 140 lm/w, Average life > 50000 hours, complete with all accessories as required with connections (Industrial) Make: Philips, Havells, Wipro, Bajaj, HPL. (NS)

S/I/T/C of push ON/OFF type 25 A modular type motor starter switch (white color) for AC's including the cost of petty material required to compete the job upto entire satisfaction of Engineer-in-charge. (NS) Make;- Schneider/Crabtree/Athena

JAGAT SINGH CONTRACTOR