Construction of 7 feet high boundary wall around the area having college building and boys hostel, RRS building and farm etc. (Phase-II) at RRS, Bawal.(including PH and EI works)

Amount

Civil work 1 to 61:- 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)}

Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttress etc. (45% of labour rate of HSR 9.5)

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 25 mm thick of cement concrete 1:2:4 using stone aggregate without 2 coats of bitumen (HSR 10.115 (-) Note)

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 storey upto 4 metres above plinth level (HSR 11.7)

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

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

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 laying 100 mm dia H.C.I pipe I.S.I make including filling joints with lead and spun yarn etc. complete fixed in position under floors.(HSR 13.44)

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

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)

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

Floating coat of 1.50 mm thick neat cement laid in one operation to the topping (HSR 14.3)

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)

10 mm thick cement plaster 1:3 on walls (HSR 15.2) ground floor

12 mm thick cement plaster 1:4 on walls (HSR 15.5)

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 1:6 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)

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)

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

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)

White washing three coats (HSR 16.48)

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)

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)} (a) 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

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

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

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}

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC incluidng straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position, complete in all respect for all heights/depths/storeys/basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separtely for different diameters as actually used in work excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

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.

Providing and fixing G.I. barbed wire fencing (made of wires of TATA make), 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)

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)

Earth filling along with boundary wall 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 40 mm wide in cement concrete/ terrazzo flooring fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

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

Public Health work 62 to 117:- Excavation for pipe lines running under pressure in trenches and pits, in streets & lanes including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill. In 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to the houses, watching fencing, etc., and disposal of surplus soil outside and inside the town, involving lead up to one K.M. in ordinary soil:-(HSR 6.9(a)} (a) without tembering and shorting upto 1.5 metres depth

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 conc. 1:2:4 with stone aggregate 20 mm nominal size for reinforced conc. Work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.82)

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 1:5 in first storey up to 4 metres above plinth level.(HSR 11.8)

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

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC incluidng straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position, complete in all respect for all heights/depths/storeys/basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separtely for different diameters as actually used in work excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (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) (i)} INCLUDING COST OF SPECIALS (i) 15 mm internal diameter of pipe line

(ii) 20 mm internal diameter of pipe line {HSR 28.18(b) (ii)}

Extra for fixing and jointing union couplings in G.I and W.I pipe lines. (HSR 28.21 (a) (a) 15 mm internal diameter

(b) 20 mm dia (HSR 28.21 (b)

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 (b) (b) 22.86 cm thickness wall

Cutting holes up to 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including repointing, replastering, replacing bitumen and colour or white washing where required. {HSR 28.26(b)} (b) 115 mm thickness of roof of floor

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 (a)} (a) 15 mm internal diameter

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

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 1 weighing 38 kg with C.C. topping)

Extra for over 0.30 meter depth of inspection chamber:- {HSR 29.85 (b)} (b) 450 mm x 600 mm

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 European type water closet suite with concealed ‘P’ of ‘S’ trap with or without vent (as approved by the Engineer-in-Charge) and all other necessary fittings as fully described in item No. 30.3 above (without cost of C.I. high level flushing cisterns) {based on HSR 30.6(i)} (White)

Extra over item no. 30.3 to 30.6 for providing and fixing best Indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid. {HSR 30.13 (i)} (i) White plastic seat ( Solid)

Extra for providing and fixing 32 mm dia. G.I/ C.P flush pipe complete with accessories instead of 32 mm dia. Galvanised telescopic flush pipe with clips ( as required by the Engineer-in-charge) {HSR 30.15(b)} (b) 32mm dia C.P brass flush pipe

Providing and fixing in position best Indian make flat back or angular lipped front urinal 465 mm high consisting of :- {HSR 30.19 (i)} (i) Flat back lipped or angular urinal basin of Vitreous china ware (to the approval of the Engieer-In-Charge)

Extra for providing and fixing vitreous automatic flushing Cistern including fittings and brackets of C.I. flushing cistern complete {HSR 30.37(a) (i)} (a) 5 ltr. capacity cistern (i) white

Extra for providing and fixing standard size C.P. brass flush pipe complete with fittings instead of G.I flush pipe complete {HSR 30.38 (i)} (i)For single urinals

Providing and fixing in position best Indian make (ordinary) lavatory suites consisting of Lavatory in vitreous china ware size as given below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary, R.S or C.I brackets for building into wall including painting;32 mm C.P. brass waste with C.P brass chain and rubber plug;15 mm C.P brass screw down pillar tap with jamnuts or couplings best design ( as approved by the Engineer-in-charge) all fittings best Indian make and; to the approval of the Engineer-in-chargeall brass work chromium plated and complete in all respects including cutting and making good the walls and floors and painting of fittings etc. {HSR 30.41 (iv)} White (iv) size 550 mm x400 mm with one no tap

Providing and fixing in position 32 mm dia G.I waste pipe embedded in wall or lead waste pipe (weighing 3.47 kg per meter and 2.8 mm thick) up to floor level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge) (HSR 30.48)

Providing and fixing in position best Indian make chromium plated brass bottle trap 32 mm diameter {HSR 30.50}

Providing and fixing in position best Indian make paper holders fixed into wall with C.P brass screws complete in all respects including cutting and making good the walls etc. {HSR 30.67(a)} (a) C.P. brass

Providing and fixing in position best Indian make soap dish fixed into wall with C.P brass screws and complete in all respects including cutting and making good the walls etc. {HSR 30.70(a)(ii)} (a) C.P. BRASS (ii) soap dish small

Providing and fixing in position best Indian make coat and hat hooks fixed into wall with C.P brass screws and rawl plugs etc. complete including cutting and making good the walls etc. {HSR 30.73(a)(ii)} (a) C.P. BRASS (ii) two way

Providing and fixing in position 15 mm i/d C.P brass bib cocks of best quality ( as required by the Engineer-in-charge) {HSR 30.75(c)} (c) Bib cock

Providing and fixing in position C.P brass stop cock (as approved by the Engineer-in-charge) {HSR 30.76(a)(ii)} (a) 15 MM STOP COCK (ii) concealed stop cock with flange

Providing and fixing in position best Indian make C.P brass inlet connection 15mm with 375mm pipe and C.P brass nuts. {HSR 30.83}

Providing and fixing in position H.C.I soil waste vent or antisyphonage pipes to I.S.I specifications of E.L.C manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floors etc. and making good to its original condition but excluding cost of lead jointing. {HSR 30.84 (a )} (labour rate) (a) 100 mm internal diameter

(b) 75 mm internal diameter {HSR 30.84 ( b)} (labour rate)

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) (ii)} (b) With plastic ball (ii) 20 mm internal diameter

Providing and fixing HDPE WATER STORAGE 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 PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Skipper make (as approved by the Engineer-in-Charge). (NS) a) 100mm i/dia (6” i/dia) size

(b) 80mm i/dia (6” i/dia) size (NS)

Supply of PVC specials of Prince / Supreme/Skipper make as per detail given below:- (NS) (a) 100 mm i/dia (i) PVC elbows/bends

(ii )PVC cowl

(b) PVC Tee

(b) 80 mm i/dia (i) PVC elbows/bends

Supply and fixing of PVC floor traps (Heavy duty) of 80mm i/dia outlet of Prince /Supreme/Skipper make, complete in all respect. (NS)

Supply and fixing of PVC gully traps (Heavy duty) of 100 mm dia size ( 4") with cover and frame of Prince/Supreme/skipper make complete in all respect. (NS)

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

(b)20 mm i/d

Supply of GI Union Couplings of UNIK/UNCO make . (NS) (a)15 mm i/d

(b) 20 mm i/d

Supply of Gun Metal Peet Valve ISI Marked of DRP/Leader/Bajaj make (NS) (a) 15 mm i/d

(b) 20 mm i/d

Providing and fixing in position PVC flushing cistern 8.0 ltrs. capacity of Hindware/Perryware/Cera make ISI marked, white, alongwith fittings complete in all respect. (NS)

Providing and fixing CP brass jet along with flexible pipe 15mm i/d and patti etc. of best quality complete in all respects (excluding cost of CP brass concealed stop cock).(NS)

Electrical work 118 to 145:- S/E of blanking sheet in existing distribution board. (HSR 31.16)

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

(ii) 32 amp. SPN MCB {HSR 31.17 (a) (ii)}

Supply & erection of fittings & accessories: {HSR 31.18 (xi)} Bakelite angle/straight button holder large size.

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, the bottom covered with 3mm thick bakelite sheet with suitable holes, painting etc. complete with all labour and material required to complete the job. {HSR 31.18 (xxvi)}

EARTHING: (i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required. {HSR 31.22 (i)}

(ii) Extra for using salt and char coal/coke for pipe earth electrode as required. {HSR 31.22 (ii)}

(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. {HSR 31.22 (xii)}

(xvi) Pdg. & fixing 4mm dia GI wire on surface or in recess for loup earthing as required.{HSR 31.22 (xvi)}

Miscellaneous: ix)S/E of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of the Engineer-in-charge of the work:-{HSR 31.35 (ix)(a)} (a) 1.5 to2.5 sqmm

(b) 4 to 6 sqmm {HSR 31.35 (ix)(b)}

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)} (i) Size 1.5 sqmm(3/0.81mm)

(ii) Size 4 sqmm(7/0.85mm) {HSR 31.40 (iii)}

S/E of double door sheet steel enclosure distribution board suitable for MCBs and ELCBs etc. Recessed in wall including bonding to earth with all labour and material required to complete the job in all respect upto the entire satisfaction of the engineer-in-charge of the work. {31.41 (ii)} (ii) 8-way, SP&N (Horizontal )

S/E of PVC conduit pipe ISI marked (medium) recessed in wall/ceiling etc. including cost of PVC bends, insepection box and all other material required to complete the job in all respect upto to the entire satisfication of the Engineer-in charge of the work. { HSR 31.44 (b)} (b) 25 mm dia

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. (HSR 31.56) 10 amp. 1 way switch

20 amp. Switch (HSR 31.56)

10 amp. Socket (HSR 31.56)

16 amp. Socket (HSR 31.56)

Fan regulator (HSR 31.56)

Blinking sheet (HSR 31.56)

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) 1 & 2 Modules

3 Modules (HSR 31.57)

6 Modules (HSR 31.57)

12 Modules (HSR 31.57)

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

Supply of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 300mm(12”) sweep (NS)

S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod etc.with 5 star rating. (NS)

Mukesh Rathee contractor

Subhash Chand Contractor