Construction of main gate with side boundary walls and security hut and raising the height of existing boundary wall along with State Highway road from Dhand to Karnal at College of Agriculture, Kaul (Kaithal). (including PH and EI works)

Amount

Civil work 1 to 63:- 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)

Clearing jungle including uprooting of rank vegetation, grass brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared (HSR 6.26)

Scraping {HSR 8.32(c)} (c) Cement plaster

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)

Extra over item no.10.1 to 10.61 above when work is done in situ in small quantities not exceeding 0.30 cum per block in situ such as staggered blocks, arrows, concrete blocks over inverted filters, bed plates, arches, etc (HSR 10.62)

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) Ist storey

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 2nd storey (HSR 10.82+ Note)

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 for walls(10 cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. {HSR 10.87+ Note) 2nd storey

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)}

D.P.C. 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)

Damp proof course 25 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 10.115)

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) Ist storey

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level 2nd storey (HSR 11.7+ Note)

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

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 + Note) 2nd storey

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 conc. 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)

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 {HSR 14.89} Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSONS, RAK & SIMPOLO. 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, JOHNSONS, RAK & SIMPOLO. 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 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, ORIENT BELL, JOHNSONS, RAK & SIMPOLO. 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 mortar 1:3 coarse 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)

Providing edge moulding to 17-20 mm thick granite stone counters, vanities etc. incluidng machine polished to edge to give high gloss finish etc. complete as per design approved by Engineer In charge (Moulding) (HSR 14.98 (i) (i) Single Moulding

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 underside of ceiling (HSR 15.52)

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

Cement pointing 1:2 flush on flat brick flooring (HSR 15.71)

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)

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 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)

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) 30 mm thick (HSR 17.30 (a)

Providing and fixing 35 mm thick glazed door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc., complete as per HSR {HSR 17.30 (a) (+) 17.24(c )} (c) 35 mm thick ( 4 mm thick glass panes)

Providing and fixing MS single acting spring hinges with necessary screw etc. (150mm) (HSR 17.80 (c )

Providing and fixing sliding bolt with nuts and screws etc., complete- (b) Aluminium (ii) size 250 mm x 16 mm {HSR 17.83(b)(ii)}

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

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. (HSR 18.22) 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

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 & window frame of size 89 mm x 50 mm with 40 mm wide single rebate

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 (HSR18.34 (c) (c). door and window frame of size 127 mm x 50 mm with 40 mm wide double 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 C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects.(NS)

Providing and fixing double leaf stainless steel gates made of 304 Grade stainless steel tubes of size 40mm x 40mm & 25mm x 25mm or any other size as frame, both sides finished with 1.5mm thick/any other thick stainless steel sheet including bottom pivots, hold fasts, 18" long stainless steel tube handle, 1'-2" long stainless steel sliding bolts (16mm dia), etc., fixed in position, complete the job in all respects as directed by Engineer-in-charge. (NS)

Providing and fixing 6 mm thick High Pressure Laminated (HPL) sheets, at all height, of Green, Century Alstone or Sunderk make of approved colour on wall face fixed on aluminium tube frame of size 25 mm x 38.10 mm x 2.00 mm @ of 2'-0" C/C (horizantel/vertical) including sealent, tape, rawl plugs, nails, plastic gutties, screws etc. complete in all respects as per drawing and design. (NS)

Dismantling/ removing of cement concrete jali (to be removed carefully) and shifting & stacking the same to maintenance store with an average lead of 1 Km., complete in all respect as directed by Engineer-in-Charge. (NS)

Providing and fixing at all height 15 mm to 18 mm thick Z-black granite stone (polished) in wall facing (lining) including matching grains 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 fixing by using cramps/fastner (including cost of cramps/fastner) and mirror polishing to give high gloss finish etc., complete in all respect as per drawing or directions of the Engineer-in-Charge. (NS)

Public Health work 64 to 119:- 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 120 to 163:- Wires and Cables {(HSR 31.9 (ii) (d)} (ii) S/E of 3 core PVC copper insulated and sheathed circular flexible wire:- (d) Size 1.50 sqmm (48/0.20 mm)

MINIATURE CIRCUIT BREAKER AND ISOLATOR:(HSR 31.17 (a) (ii) 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

(ii) 32 amp. TPN MCB (HSR 31.17 (a) (ii)

(ii) 63 amp. TPN MCB {(HSR 31.17 (a) (ii)}

PIPE LAYING:{(HSR 31.21 (xxx) (b)} Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required :- (xxx) S/E of PVC pipe of 6 Kg. pressure, laid 1 metre below ground level complete including digging refilling of the trenchy with jointing etc. (b) PVC pipe 80 mm dia

EARTHING {HSR 31.22 (i)} (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 charcoal/coke for pipe earlth 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)}

UNDERGROUND CABLES {HSR 31.25 (v)} S/E of underground cable 1 metre below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches. (v) 2 x 16 sqmm(armoured)

(xli) 4 x 25sqmm(armoured) {HSR 31.25 (xli)}

UNDERGROUND CABLES Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections.{HSR 31.26 (v)} (v) 2 x 16 sqmm(armoured)

(xli) 4 x 25 sqmm(armoured) {HSR 31.26 (xli)}

Pedestal Supply and erection of Godrej almirah type M.S pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S.sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75 mm on all sides of pedestal, having two sets of water proof ventilation holes of suitable size on the sides, at top and bottom, each set containing for Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof. The pedestal duly painted both inside and outside with two coats legs are embeded upto the entire depth in 1 : 2 : 4 cement concrete block projected 75 mm all around the pedestal and 200 mm above theground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-charge of work:-(HSR 31.33 (i) (i) M.S. Pedestal of size 600 mm wide, 750 mm high 300 mm deep and bottom totally open, duly embeded in cement concrete block of size 750 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1 : 4 cement plaster, having a base of size 900 mm x 600 mm x 250 mm below ground Level.

Miscellaneous {HSR 31.35 (ix) (d)} (ix)Supply and erection of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of Engineer-in-charge of the work. (d) 16 sqmm

(e) 25 sqmm {HSR 31.35 (ix) (e)}

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 2.5 sqmm(3/1.05mm) {HSR 31.40 (ii)}

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 {HSR 31.41 (v)} (v) 4-way TPN Horizontal

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 up to the entire satisfaction of Engineer-in-Charge of work {HSR 31.44 (b) (b) 25mm 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 plate (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)

8 Modules (HSR 31.57)

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)

Supplying 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)

S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 mtr. Below ground level including diging and refilling of earth including cost of suitable size socket/cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-incharge of the work {HSR 31.67(i)} (i) HDPE pipe 63/50 mm outer dia/inner dia.

S/E 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 bolts as per manufacturer design should be hot dipped galvanized pole complete with door locking arrangement. Terminal plate consisting of 2 Nos. 100 A, 4 pole natural links including connection etc. with suitable connecting arrangement for 2 No. MCBs/kit kat including cost of R.C.C. 1:1.5:3 for foundation of size 0.7 M x 0.7 M x1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200 mm C.C. for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineer in Charge of the work {HSR 31.68 (i)} (i) 7 Mtr. Long pole with top dia 70mm and bottom dia 130 mm with base plate of size 220x220x12mm

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

(v) 4 pole MCCB 100 amp (HSR 31.69 (v)

S/E/T/C of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/ channel and making necessaryconnection complete in all respect with all labour and material required to complete the job in all respect.(HSR 31.78 (i) (i) 2 Pair telephone wire

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.

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 Make: Orient, Usha, Crompton. (NS)

S/E of 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) Make: Philips, Havells, Wipro, Bajaj. (NS)

S/E of LED Street Light of system voltage < 70/72watt IP66 Multiple LED with Lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen < 72watt LED should be 7700 or above in cool day light 5700K Lumen efficency > 110lm/w. Power Factor >.95,Average life ≥50000 hours & accessories as required with connections (NS) Make Philiphs , Havell's , Wipro,Bajaj , HPL

S/E of Single Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge.(NS)

SITC of astronomical time switch degree of protection IP 20 two module voltage 230 V AC, 50 Hz Astronomical programmable every one minute back up of 6 years 28 memory locations, current capacity 16A with 1 changeover (ICO) total 28 programmes. Ambient temperature -10 degree to +55 degree with 32 amp. contactor three phase with 32 amp. DP MCB and 25 amp. SP MCB. Make: Indo Asian, Philips, Havells, L&T (NS)

S/E of recessed type 36 watt full window glare free opal difffuse LED panel of size 300x300 mm suitable for Armstrong/POP/GB ceiling with M.S. Powder coated white housing. Total system lumen of 36 watt LED should be 3960 or above in cool day light 6500k, Power factor >0.95, CRI (Ra) >80, LED lamp efficiency ≥140 lm/w, Average life >50000hours, complete with all accessories as required with connections. (Industrial) Make: Philips, Havells, Wipro, Bajaj. (NS)

S/E of fancy pole 3 mtr. Long made out of cast iron base part and miled steel grooved pipe section and joined together by means of threaded joints alongwith a service window provided in the bottom part of the pole to accommodate a 6 amp. SP MCB and 30 amp. connector for mains connection. A cast aluminium embellishment shall be fitted to the grooved steel pole by grub screw fixing to enhance the decorative look of the pole. The pole shall be duly pre-treated by shot blasting process and painted in poly - urethane paint in approved colour shade having a minimum 300 salt spray hours quoting on the pole and should have minimum 90 micrones DFT. Pole Make: Twinkle, Homdec Lighting LED Specifications: LED should be ≤30 watt with cast aluminium housing diffuser translucent poly carbonate having quoting PU/Polyster LED should be ≤ 30 watt with separate driver placed integrally in luminaire housing. Driver should be of THD ≤ 10% and power factor above ≥0.95, External surge protection device of 10 KV should be provided. LED lumen should be ≥ 3600. The luminaire body shall be painted with exterior grade of poly - Urethane/polyster quoting in required colour shade. LED CCT should be 3000K ingress protection IP 65, power rating 230 Volts, AC 50 Hz. LED Make: Everlite/ MSL (NS)

The New Dhiman Coop L&C Society Ltd.