Establishment of Solid Waste Management System at CCS HAU, Hisar (including PH and EI works)

Amount

Civil work 1 to 88:- Earth work excavation in ordinary soil exclusive of compensation of earth- {HSR 6.2 (b)} (b) Earth-work undressed with a combined lead upto 15 metres including breaking of clods

Dressing of earthwork :- (i) New work or remodelling work {HSR 6.3(i)}

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)

(a) 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)}

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 sides and soffits of beams hunchings, girders, bressumers and lintels. {HSR 9.7) (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)}

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 20 mm nominal size in first storey upto 4 metres above plinth level (HSR 10.59)

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 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)

(a) 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)

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

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)

Providing and laying 80 mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30 mm thick fine sand complete in all respects (HSR 10.159)

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+ Note) Ist Storey

2nd Storey

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 sand mortar 1:4 in superstructure {HSR 11.48(a)

11.43 cm thick brick wall laid in cement stone dust (from crusher) mortar 1:4 without reinforcement in foundation and plinth. {HSR 11.52)

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

Brick jali with 22.86 cm x 11.43 cm thick alternate layers laid in cement sand mortar 1:4 using 58 numbers bricks. (HSR 11.71)

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)

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 PVC rain water pipe pressure of ISI mark in cement mortar during masonry work {HSR 13.89(a)} (a) 100 mm dia PVC pipe 6 kg. pressure

Providing and fixing PVC Bend ISI mark (a) 100 mm dia PVC Bend {HSR 13.90 (a)}

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, 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) Note : Tile shall be of 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 (HSR 14.91) 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 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colour, shades except burgundy, bottle green, black of any size of approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement coarse sand mortar 1:3 and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete (HSR 14.92} (b) size of ceramic glazed tiles 300 mm x 450 mm

Providing edge moulding to 17-20 mm thick granite stone counters, vanities etc. including machine polished to edge to give high finish etc. complete as per design apprvoed by Engineer-In-Charge (Moulding) {HSR 14.98 (i)} (i) Single moulding

12 mm thick cement plaster 1:3 (HSR 15.4)

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

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

2nd Storey

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)

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

Cement rendering on plaster 1 mm thick (HSR 15.75)

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) Vertical

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)

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

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

Providing two coats of exterior acrylic emulsion paint . {HSR 16.79 (b)} (b) 1st quality

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), (HSR 17.30 (a) + Note) a) 35 mm thick (12 mm thick BWR Grade-II ply wood panel) Note: Nothing shall be paid extra for additional vertical style (any size) if required by the Architect or by the Engineer-in-Charge)

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 {HSR 17.30(a)+17.24(c)} (b) 35 mm thick ( 4 mm thick glass panes)

Providing and fixing 12 mm thick and 150 mm wide pelmet of commercial ply wood without 25 mm dia teak wood curtain rod and brackegts including fixing with 25 mm x 3 mm M.S. flat, 10 cm long and plugs. (Teak) etc. complete. {HSR 17.63 (-) 17.89 (c)}

Supplying and fixing hydraulic door closer, I.S.I. mark, with necessary screws , etc., complete- {HSR 17.82 (c )} (c) I.S.I. designation No. III ( size of door 851 mm to 1000 mm)

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)- (HSR 17.93(a)} (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :- (iii) 35mm thick

Structure steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc. with hoisting and creating in position:- For roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. (HSR 18.7)

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)

Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect (HSR 18.14)

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 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

Providing and fixing hard drawn steel wire fabric 75 mm x 25 mm rectangular mesh with 3.25 mm dia wire fixed on steel windows of standard rolled section with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect. (HSR 18.33)

M.S. angle iron nozing of specified section including cutting to size, welding of M.S bars for embending in flooring and steps etc. fixed in position. (HSR 18.39)

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 C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects. (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 25 cm layer including laying, dressing, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete (NS)

Earth filling under road with dune sand ( tiba sand), brought from outside (any lead) in 25 cm layers including laying, dressing, watering, rolling with road roller to specifications/ consolidating, excavation, carriage, loading, unloading and compensation, etc., complete in all respects. (NS)

Providing and fixing 19 mm thick BWR grade-II block board (ISI mark) shutters for cabinet including cost of iron hinges, screws etc. complete fixed in position

Providing and fixing marble strips of size 14mm to 17 mm and 125 mm wide in cement concrete pavement fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

Providing and fixing 20 mm dia stainless steel pipe of 14 guage as curtain rod including brackets, screws etc., complete in all respects as directed by Engineer-in-Charge. (NS)

Providing and fixing 0.60 mm thick high strength galvanized colour coated steel sheets having trapezoidal profiles of approved make (I.S.I. mark) in roofing, at all height, fixed in position with self drilling screws of approved shape & make, complete in all respects as per drawing & manufacture’s specifications and instruction of Engineer-in-Charge. (NS)

Providing and fixing 0.60 mm thick high strength galvanized colour coated steel sheets 45 cm wide ridge having trapezoidal profiles of approved make (I.S.I. mark) at all height, fixed in position with self drilling screws of approved shape & make, complete in all respects as per drawing & manufacture’s specifications and instruction of Engineer-in-Charge. (NS)

Providing and laying 25 mm i/dia PVC pipe of 4 kg/cm2 pressure (Make:- Supreme/Skipper/Prince) fixed at bottom of Pit, further resting on brick paving, complete in all respect as directed by Engineer In charge. (NS)

Providing 19 mm thick wood polymer composit (WPC) panel board of approved make for making moveable leaf of size 1'-9" x 4'-6" or any other size, complete in all respect as directed by Engineer In charge. (NS)

Public Health work 89 to 140:- 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)} INCLUDING COST OF SPECIALS (i) 15 mm internal diameter of pipe line

(ii) 20 mm internal diameter of pipe line

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

(b) 20 mm dia

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) 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 (b)} (b) 20 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 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 (to the approval of the Engineer-in-charge). Indian type Orissa or orya water closet suite for sinking into floor, with raised foot treads complete with 100 mm H.C.I ‘P’ trap with or without vent as required and all other necessary fittings as fully described in item no. 30.1 above (HSR 30.2(a)(i)} (a) 580 mm (i) WHITE

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 urinal

Providing and fixing in position best Indian make Lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item No.30.41 above. White {HSR 30.42(ii)} ii.) Size 530mm x 430mm 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 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 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 bevelled edge 5.5 mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug embedded in the wall of chromium plated brass clamps with C.P brass screws ( as required by the Engineer-in-charge) complete including cutting and making good the walls etc.{HSR 30.71(a)(i)} (a) INDIAN MAKE (i) 600mmx450mm

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(a)} (a) Bib cock lond body.

(c) Bib cock {HSR 30.75(c)}

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}

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) 1000 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) 80 mm i/dia (6” i/dia) size

(b) 110mm i/dia (6” i/dia) size

Supply and fixing of PVC floor traps (Heavy duty) of 90mm 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) 20 mm i/d

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

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

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

(ii ) Cowl

(iii) Bend

Providing and fixing 15 mm to 18 mm thick Z-black granite stone (polished) on worktop 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 rubbing and polishing, complete in all respect. (NS)

Electrical work 141 to 180:- Wires & Cables (i)S/E of PVC copper insulated and sheathed 2 core circular flexible wire. (HSR 31.9) (c) size 1.00 sqmm. (32/0.20 mm)

(c)Moulded case circuit breakers. (HSR 31.12) S/E of moulded case circuit breaker on wall or on existing pedestal including bonding to earth and necessary connections:- (ii) 100 amp. To 220 amp. 415 V. 10 K.A 3 phase.

S/E of blanking sheet in existing distribution board. (HSR 31.16)

Miniature Circuit Breaker and Isolator (HSR 31.17) S/E of miniature circuit breaker/isolator 240/415 V in the existing distribuiton board including making necessary connections:- (ii) SP MCB 6 to 32 Amp

(iii) SPN MCB 6 to 32 Amp.

S/E of Fittings and Accessories. (HSR 31.18) (xi) Bakelite angle/straight button holder large size.

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 15 mm dia G.I. pipe from earth electrode as required.

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

Underground CABLES Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- (HSR 31.26) (v) 16 sq mm 2 Core cable Armoured Al.

(xliii) 50 sq mm 4 Core cable Armoured Al.

Street Light III (xv) Supply and erection of 32 mm dia meter 1.5 m long bracket ( B-Class) making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of G.I. bracket on wall with 2 Nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts an nuts etc. including necessary connections. (HSR 31.30)

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

(iii) Cable size 4 sqmm (7/0.85 mm)

S/E of double door shet steel enclosure distribution board suitable for MCBs and ELCBs etc. recessed in wall including boding to earth with all labour and material required to complete the job in all respect upto to the entire satisfication of the Engineer-in charge of the work. (HSR 31.41) (ii) 8-way, SP&N (Horizontal)

(iii) 12-way, SP&N (Horizontal)

(iv) 16-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. (b) 25 mm dia

Providing and fixing modular type accessoriesm of approved make in existing box including fixing and making necessary connections, complete in all respect. (HSR 31.56) 10 Amp. Switch

10 Amp. Swocket

20 Amp. Switch

16 Amp. Socket

Fan Regulator

Blinking plate

Providing and fixing GI concealed sheet metal boxes with inner and outer face plate incluidng 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) 2 Modules

4 Modules

6 Modules

12Modules

Supply installation testingan commissioning of wall free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet required hardware 3 mm thick bakelite sheet providing 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 cating in grey or required shade after rinsing. the panle having PU/Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/ switch wear.Transparent arcylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra tiems side walls and cable alley compartments shall be haiving bolted type doors with detachable extension type strcture. 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 go same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat srinkable 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) HDPE pipe 63/50 mm outer dia/inner dia

Supply & Erection of hot dip Galvanized octagonal pole of 3 mm 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 manutacturer design should be hot dipped galvanzied 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 Nos. MCBS kit kat including R.C.C. 1:1:5:3 for foundation of size 0.7 M X 0.7 M X 1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8 mm 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 work. (HSR 31.68) (i) 7 Mtr. Long pole with top dia 70 mm and bottom dia 130 mm with base plate of size 220x220x12 mm

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

S.I.T.C.of surface/wall mounted LED ≤ 20 watt 4 feet long fitting with Epoxy powder coated white/Gray extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be ≥ 2000 or above in cool day light ( 5700 K to 6500 K) powder factor ≥ 0.95 CRI ≥ 80, Average life ≥ 50000 connection Make Philips, Havells, Wipro, Bajaj, HPL ( NS )

Supply & Erection of 150 Watt LED Type Flood Light Outdoor Type IP 66 Protection, Cool day liht (5700 K to 6500) total lumens 16500 or above ,Power factor >0.95, CRI >80,lumen per watt ≥ 110,Average life >50000 hours. Complete with connections in all respect. Make Philips , Havells , Bajaj. (NS)

S/E of LED street light of system voltage ≤ 70/72 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤ 70 watt LED should be 7800 or above in cool day light (5700K), Lumen efficacy > 110 lm/W, Power factor ≥ 0.95, CRI ≥70, Average life ≥50000 hours, complete with all acessories as required with connections. Make Havells , Bajaj , Philips.(NS)

Suply and Erection of Automatic ON/OFF Street Light Controller with Digital astronomical 24 hours timer with suitable type contactors, indicators , A/M switch etc. complete with all petty material required to complete the job in all respect. Make L&T/ Indoasian. (NS)

S/E of Double Arm bracket 1.5 mtr long 40 mm dia GI bracket with suitable sleeve as per pole top dia galvanied with all petty material required to complete the job for entire satisfaction of Engineer in Charge. (NS)

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