Construction of Girls Hostel (for 150 students) in the premises of CCS Haryana Agricultural University at Hisar. (including PH and EI works)

Amount

Civil work 1 to 179:- 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 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 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.39)

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

2nd Storey

3rd storey

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

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

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects (HSR 10.81+ Note) Ist storey

2nd storey

3rd 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. (HSR 10.82+ Note) Ist storey

2nd Storey

3rd storey

4th storey

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 + Note) Ist storey

2nd Storey

3rd storey

4th storey

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)

(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)

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

3rd storey

4th storey

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

2nd Storey

(c ) 3rd storey

(a) 11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure {HSR 11.48(a)+ Note} (a) Ist storey

(b) 2nd Storey

(c ) 3rd storey

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

(b) 2nd Storey

(c ) 3rd storey

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+ Note) Ist storey

2nd Storey

3rd storey

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)

2nd Storey

3rd storey

4th storey

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) Ist storey

2nd Storey

3rd storey

4th 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. {HSR 13.45(a)} (a) 100 mm dia pipe

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 (b)} (b) 150mm dia pipe

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

Extra over rate of item nos. 13.45(b) in case lead joints are used instead of cement joints {HSR 13.46 (b)}

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

Providing and fixing C.I. plain bends in position with gutter, etc.{HSR 13.49 (b)} (b) 150 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)

Supplying and fixing in position G.I.pipe class 'B' spouts in chajjas and cantilevers. (13.55 (e) (e) 50 mm internal dia, G.I. pipe

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 lying cinder concrete in cement 1:15 (1 cement and 15 cinder) on terraced roofs & ( Ist storey) , laid to slope , including consolidating the same (HSR 13.66+ Note) (a) Ist storey

(b) 2nd Storey

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

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

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

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

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4 + Note) Ist storey

2nd Storey

Conglomerate floor 40 mm thick in 2 coats, under layer 30 mm thick of cement concrete 1:2:4 and top layer 10 mm thick 1:1.5 cement grit ( 1 part of cement : 1.5 part of stone grit) Baed on (Based on HSR 14.9)

Conglomerate floor 50 mm thick in 2 coats, under layer 40 mm thick of cement concrete 1:2:4 and top layer 10 mm thick 1:1.5 cement grit ( 1 Part of cement : 1.5 part of stone grit).(based on HSR 14.10 + Note) Ist storey

2nd storey

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 + Note) Ist storey

2nd storey

Precast coloured chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry, between joints and over the base in floors, treads of steps and landings. (HSR 14.45+ Note)

PVC (vinyl) asbestos tiles as per IS 3461-1961 coloured and marbled or mottled finish flooring on a smooth and damp proof base using adhesive as recommended by manufacturer including rolling with light wooden roller weighing about 5 kg. complete in all respect as desired by Engineering-in-Charge. {HSR 14.75 (b)} (b) 3 mm thick

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 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 m 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

Providing and laying Baroda Green marble stone 17 mm and above thick in risers of step, skirting, dado, pillars and wall lining included matching the grains of marble slab in any patterns as specified laid over 12 mm thick cement snad mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights/storey. The sample shall be got approved from Engineer- In charge. (HSR 14.98)

Providing and laying Baroda Green marble stone 17 mm and above thick flooring included matching the grains of marble slab in any patterns as specified laid over 20 mm thick cement snad mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights/storey. The sample shall be got approved from Engineer- In charge. (HSR 14.99)

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

2nd Storey

3rd storey

4th storey

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) Ist storey

2nd Storey

3rd storey

4th storey

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

2nd Storey

3rd storey

4th storey

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 + Note) Ist storey

2nd Storey

3rd storey

4th storey

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

12 mm thick cement coarse sand plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded :- {HSR 15.76) (a)+ Note} (a) Vertical (+) extra cost of coarse sand Ist storey

2nd Storey

3rd storey

12 mm thick cement coarse sand plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded :- {HSR 15.76 (b)+ Note} (b) Horizental (+) extra cost of coarse sand Ist storey

2nd Storey

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

20 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded :-{HSR 15.77 (b)} (b) Horizental Ist storey

2nd Storey

3rd storey

4th storey

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

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

Providing and fixing 150 mm hasps and staples with necessary screws, etc., complete- (HSR 17.78(b) (b) aluminium

Providing and fixing helical door spring 150 mm (superior quality) including necessary screws, complete- (HSR 17.79(b) (b) iron

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)- (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)} (i) 25 mm thick

(iii) 35mm thick

Providing and fixing casement and fixed windows made from multi chambered UPVC profiles of 56 to 68 mm width in natural from stablized for heat, light impact & UV radiation. The UPVC profiles should be reinforced with galvanized steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continuous lengths made from Bubble EPDM Rubber and side hung/top hung with upto 90 degree opening friction stays of SS 304 with provision of multipoint locking system made from Espag rods. All handle shall be made from Die Cast Zinc alloy (Model ESPAG) BS -1044A in whie finish with suitable locking arrangement. The windows shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speeds upto 180 km/hr., the shoot bolts in windows shall be rust proof metallic coated steel. The window frames shall be fixed in masonry wall RCC with necessary fasteners, nuts, bolts, washers, caps, silicon sealant etc., complete {HSR 17.103 (a)} (a) Frame work

(c) Double glass glazing comprising of 6 mm thick toughened clear glass + 12 mm air gap + 5 mm annealed clear glass. {HSR 17.103 (c)}

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- {HSR 18.1} (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 openable steel doors and windows, of standard steel sections, joints mitred and electrically flash welded including provision for arrangement of receiving handles, peg stay, catcher will also be welded with the frame and providing and fixing pressed steel projected hinges, iron lugs, glazing clips (excluding wooden shutters, glazing and fittings such as handles, peg stay and catcher etc.) and finished with one coat of ready mixed red lead non setting primer (HSR 18.24)

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

Supplying and fixing glass panes including special metal sash putty of approved make {HSR 18.30 (b)} (b) Glass panes 4 mm thick, exceeding 40 sq dm areas

Pressed steel sheet frames (chowkhats), consisting of 2.00 mm thick steel sheet of the specified section, including iron lugs (hold fasts, iron hinges, confirming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red led non-setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs, complete:- {HSR 18.34(a)} (a.) door and window frame of size 89mmx 50mm with 40mm wide single rebate.

(c). door and window frame of size 127mmx 50mm with 40mm wide double rebate..

Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the be (HSR 24.1)

Laying brick on end edging length wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soling. {HSR (24.6(b)}

Laying and consolidation of stone metal, soling coat to water bound macadam specification, carrying the metal from stacks, and spreading to templates, screening and spreading the binding material, and consolidating the stone metal and blinding material to proper camber, with road roller, excluding the cost of templates, barriers and lighting arrangement and chowkidars (HSR 24.7)

Laying and consolidation of stone metal wearing coat, to water-bound-macadam specification, including making side dowels, carrying the metal from stacks and spreading to templates, screening and spreading the binding material, and consolidating the stone metal and blinding material, to proper camber, with road roller, excluding the cost of templates, barriers and lighting arrangement and chowkidars. (HSR 24.9)

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 (NS)

Providing and fixing 15 mm to 18 mm thick Sardar Ali granite stone (polished) in flooring including matching grains 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 including rubbing and polishing, complete . (NS)

Providing and fixing 15 mm to 18 mm thick Sardar Ali granite stone (polished) in skirting 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.(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 C.I. grating over 150 mm dia rain water pipe, fixed in position, complete in all respects. (NS)

Earth filling under floors with dune sand (tibba 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 under road with dune sand (tibba sand), brought from outside (any lead), in 25 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS)

Providing, diluting and injecting chemical emulsion for pre-constructional anti-termite treatment and creating a continous chemical barrier under and all round the column pits, wall trenches, basement excavation, top surface of plinth filling junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits etc., complete as per PWD specifications (plinth area of the building at ground floor only shall be measured of payment (NS) (The material i.e. Chlorphriphos Emulsifiable concentrate 20% with 1% conentration shall be arranged by the contractor)

Providing and fixing 12 mm thick toughened glass ( Saint Gobin make) for door shutter including making holes for fixing accessories such as handles, L-connectors and cut out for floor machine etc., complete in all respect as directed by the Engineer In Charge. (excluding cost of handles, connectors and floor machine). (NS)

Providing and fixing Glass Accessories i.e. handle of size 600 mmx 30 mm of DORMA make (model XL-C 3004) including cost of stainless steel screws etc., complete in all respect as directed by the Engineer In Charge. (NS)

Providing and fixing Glass Accessories i.e. Glass Door package with lock (Floor machine) of DORMA make (model XL-C 4001) including cost of stainless steel screws etc., complete in all respect as directed by the Engineer In Charge. (NS)

Providing and fixing 3’-0” high staircase railing of stainless steel of 304 grade of approved make consisting of the followings:- i. Main pillar of 100 mm dia. stainless steel pipe of 16 gauge with 6” dia. stainless steel cup of round shape at top. ii. Hand rail of 50 mm dia. stainless steel pipe of 18 gauge. iii. Balusters 2’-6” high of 40 mm dia. stainless steel pipe of 18 gauge with 3” dia. stainless steel cup of round shape at top. iv. Intermediate 3 Nos. 19 mm dia. stainless steel pipes of 18 gauge fixed horizontally throughout the length. Including holders, Mild steel plate of round shape for fixing balusters, stainless steel balls, rawl plugs and other petty items, fixed in position, complete in all respect as per drawing and design. (NS)

Providing and fixing at all height railing in balconies consisting of MS tubes of 12 gauge and MS flats etc. including cutting, welding, grinding etc., complete in all respect as per drawing and design but excluding primer and painting. (NS)

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

Providng and fixing marble strips of size 14mm to 17 mm and 140 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)

Collection of Ist class bricks, at the site of work including carriage, loading unloading and stacking, etc., confirming to Haryana PWD Specification No.3.5. (NS)

Collection of stone metal 63 mm to 45 mm gauge/grade-II for soling coat to water bound macadam specifications duly screened and stacked at the site of work from an approved quarry as per clause 404.2 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). It should be hard, durable and free from excess flat, elongated, soft and disintegrated particles, dirt and other deleterious material. The aggregate shall confirm to the physical requirements set forth in the table 400-6 and grading shall be as per table 400-7 given as under. TABLE 400-7 Grading size range sieve desi- %age by No. gnation weight passing by the sieve II 63mm to 90 mm 100 45 mm 63 mm 90-100 53 mm 25-75 45 mm 0-15 22.4 mm 0-5 NOTE :- 10% reduction in volume computed by stack measurement shall be done for working out the volume to be paid for as per clause 514.5 and table 500-28 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). (NS)

Collection of stone metal 53 mm to 22.4 mm gauge/grade-III for wearing coat to water bound macadam specifications duly screened and stacked at the site of work from an approved quarry as per clause 404.2 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). It should be hard, durable and free from excess flat, elongated, soft and disintegrated particles, dirt and other deleterious material. The aggregate shall confirm to the physical requirements set forth in the table 400-6 and grading shall be as per table 400-7 given as under:- TABLE 400-7 Grading No size range sieve desi- % age by gnation weight pass- ing by the sieve III 53 mm to 63 mm 100 22.4 mm 53 mm 95-100 45 mm 65-90 22.4 mm 0-15 1.2 mm 0-5 NOTE : 10% reduction in volume computed by stack measurement shall be done for working out the volume to be paid for as per clause 514.5 and table 500-28 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). (NS)

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

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 are payable separately) (NS)

Providing and fixing 3/4" dia (20 mm) stainless steel pipe of 304 Grade weighing 0.425 Kg. per meter as hanger rod fixed in cup board including brackets, rawl plugs, screws etc., fixed in position, complete in all respect as directed by Enginering In charge. (NS)

P/F marble strips of size 14 mm to 17 mm thick and 35 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)

Collection of screening (predominantly non-plastic material) for soling & wearing coats duly stacked at the site of work, from an approved quarry as per clause 404.2.6 of MORT&H Specifications for Road & Bridge Works (4th revision of 2001/ latest edition) (NS)

Providing and laying bituminous tack coat using 3 Kg. bitumen of 80/100 grade per 10 sq. metre area on existing bituminous surfaces including the cost of bitumen, complete in all respects as per Clause No. 503 of M.O.R.T. & H Specification for Roads and Bridges Works (4th revision of 2001/ latest edition). (NS)

Providing and laying 20 mm thick premix carpet on road with coarse aggregate and bitumen mixed and heated with mechanical mixer (hot mixed plant), in the proportion as per design criteria specified, carriage of premix material from plant to site of the work and laying the same with paver and rolling it with road roller including the cost of aggregate, bitumen and road roller, lighting arrangement, sign boards, and night watchmen, complete in all respect as per Clause No. No. 511 of M.O.R.T. & H Specification for Roads and Bridges Works (4th revision of 2001/ latest edition) but excluding tack coat & seal coat. (NS)

Providing and laying premix ‘B’ type seal coat with bitumen and fine aggregate mixed and heated with a mechanical mixer, in the proportion as per design criteria specified, and laying the same manually and rolling it with road roller including the cost of fine aggregate, bitumen, road roller, etc., complete in all respect as per Clause No. 513 of M.O.R.T. & H Specification for Roads and Bridges Works (4th revision of 2001/ latest edition). (NS)

Providing and laying one coat of surface dressing with bitumen spray and coarse aggregate, in the proportion as per design criteria specified, and rolling it with road roller including the cost of fine aggregate, bitumen, road roller, etc., complete in all respect as per Clause No. 510 of M.O.R.T. & H. Specifications for Road & Bridge Works( (4th revision of 2001/ latest edition) (NS)

Public Health work 180 to 284:- Earth work excavation in ordinary soil exclusive of compensation of earth- (c). Lead When overall lead is upto 60 meters:- (i) Extra for every 7.5 meters additional laead beyond 15 metres, but upto 60 meters by manual mean 4 leads. {HSR 6.2 (c)(i)}

Earth work in excavation in foundation, 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 soil, as directed within a lead of 30 metres. (HSR 6.6)

Earth work in excavation in foundations, trenches, of under ground structures, sullage drains, etc, and other similar works in ordinary soil including dressing of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night singnals, crossing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction and disposal of surplus soil as directed within a lead of 30 metres for depth up to 2 metres below natural ground level. (for P.H. Works only). (HSR 6.7)

Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling 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, watching, fencing etc., and outside the town in ordinary soil:- {HSR 6.8(a)} (a) without timbering and shoring up 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 concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.39)`

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

Cement conc. 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel reinforcement centring and shuttering in foundation and plinth, complete in all respects. (HSR 10.79)

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)

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)

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)}

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}

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

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

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

Conglomerate floor 50mm thick cement concrete topping 1:2:4. (HSR 14.10)

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

12 mm thick cement plaster 1:5 (HSR 15.6)

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

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

Striking joints in lime or cement on brick and tile walls {HSR 15.69(a)}

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)

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

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)

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) (ii)} INCLUDING COST OF SPECIALS (ii) 20 mm internal diameter of pipe line

(iii) 25 mm internal diameter of pipe line{HSR 28.18(b) (iii)}

(v) 40 mm internal diameter of pipe line {HSR 28.18(b) (v)}

(vi) 50 mm internal diameter of pipe line {HSR 28.18(b) (vi)}

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets, elbows etc. in trenches in the ground, cutting, threading and testing etc., complete. {HSR 28.19 (g)} (g) 65mm i/d

(h) 80 mm internal diameter of pipeline {HSR 28.19 (h)}

(i) 100 mm i/d {HSR 28.19 (i)}

Extra for fixing and jointing union couplings in G.I and W.I pipe lines. (HSR 28.21 (c) (c) 25 mm dia

(e) 40 mm dia (HSR 28.21 (e)

(f) 50 mm internal diameter (HSR 28.21 (f)

(g) 65mm internal diameter (HSR 28.21 (g)

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

(b) 22.86 cm thickness wall (HSR 28.24 (b)

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 (c)} (c) 25 mm internal diameter

(e) 40 mm internal diameter {HSR 28.29 (e)}

(f) 50 mm internal diameter {HSR 28.29 (f)}

(g) 65 mm internal diameter {HSR 28.29 (g)}

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)

Providing and fixing DUCTILE IRON DOUBLE SEAL MANHOLE COVERS AND FRAMES OF 610 MM x 610 MM with locking arrangement on clear water tanks including cost of setting in Cement concrete 1:2:4 to correct alignment and levels including carriage, loading, unloading etc. complete in all respect to the satisfection of the Engineer-In-charge. (HSR 28.59) Note:- (i) Above rates are based on present day rates. (ii) No extra premium is allowed on these new items.

Providing and fixing steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc., having minimum 3 mm thick polypropylene on 12 mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc., complete in all respects to the satisfaction of Engineer-in-Charge. (Amended item) (HSR 29.28)

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 (c) (c) size 600 mm x 900 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 (c)} (c) 600 mm x 900 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 over item no. 30.1 to 30.4 and 30.6 for providing and fixing 15 litres capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I. high level cistern complete with fittings. {HSR 30.12 (i)} (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 large flat back or angular lipped front Urinal 610 mm high consisting of (i) Flat back lipped or angular urinal basin or vitreous chinaware, (to the approval of the Engineer-in-Charge) {HSR 30.25(i)}

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 25 mm thick marble partitions for different type of urinals. {HSR 30.40(b)(II)(i)} (b) Vitreous Chainaware Partition Plate (II) LARGE SIZE 835 mm x 355 mm (i) White

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 shower with 15 or 20 I/d out let. {HSR 30.66(c )} (c) C.P. brass with revolving joint

Providing and fixing in position best Indian make towel rails fixed in with rawlslugs embedded in walls with C.P brass screws. Complete in all respects including cutting and making good the walls etc. {HSR 30.68(b)(i)} (b) 20 MM DIA C.P. BRASS ADJUSTABLE (i) 750 mm long

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 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}

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)(v)} (b) WITH PLASTIC BALL (v) 40 mm internal diameter

Providing and fixing in position best Indian make ( to the approval of the Engineer-in-charge) storage type automatic electric water heater, pressure/non – pressure type, thermostatically controlled, suitable for operation on 230 volts, 50 cycles single phase vertical wall mounting fitted with- drawable and adjustable type A.C. thermostate, thermostat knob to be readily, accessable through the opening of suitable cover for adjustment of temperature in the installed position of heater and the thermostat should be withdrawn without having to drain the water, electric heating element made out of copper tube (heating element should be easily removed and replaced in the installed position of heater) a neon indicator 1 amp. Inner conntainer made out of coppertinned both from inside and outside outer container made out of mild steel sheet finished in gleaming white stove enamel paint insulated between the inner and outer with fibre glass wool with 1 metre length of suitable capacity 3 core flexible cord with plug and non return valve plastic/ lead connections or pressure release valve (where required). {HSR 30.117(e)} Complete including fixing and testing for a week ( as required by the Engineer- in- charge) VERTICAL WATER HEATER (e) 50 ltrs capacity

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) 2000 Ltr. Capacity

Supply of CPVC pipes (Heavy duty) of Prince/Supreme/Finolex/Skipper/Astral make (as approved by the Engineer-In charge). (NS) (a) 20 mm i/dia

(b) 25 mm i/dia

(c) 40 mm i/dia

(d) 50 mm i/dia

(e) 65 mm i/dia

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) 90 mm i/dia (6” i/dia) size

(b) 110mm i/dia (6” i/dia) size

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) Overall size = 610 mm x 460 mm x 178 mm

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)

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)

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

(ii )Door Tee

(iii) Elbow

(iv) Cowls

(b) 80 mm i/dia (i) Bend

(ii )Door Tee

(iii) Cowls

Providing and fixing in position vitrous Chinaware European type WC suite, INOX Model, Italion Collection, Hindware Make, star white-pastel, Category No. 92089(P-18) size 72 x 37 x 72 cm, complete in all respect. (NS)

Providing and fixing looking glass 5.5 mm thick mounted on asbestos sheet ground fixed in position by means of 6 Nos. C.P brass screws and washers over rubber washers and rawl plug embeded in the wall or C.P. brass clamps with CP brass screws and wooden frame as required by Engineer In-charge, complete in all respect of Saint Gobain/Modi/ATUL (NS)

Supply of CPVC Union Couplings with brass internals of Prince/Supreme/Skipper make . (NS) (a)25 mm dia

(b) 40 mm dia

(c) 50 mm dia

(d) 65 mm dia

Supply of CPVC ball valves with brass internals of Prince/Supreme/Skipper make . (NS) (a)25 mm dia

(b) 40 mm dia

(c) 50 mm dia

(d) 65 mm dia

Providing and installation of self contained drinking water cooler of fully stainless steel body (FSS) with refrigerant R-134 A, cooling capacity 120 liters per hour and storage capacity 120 liter suitable on operating power supply 230 ± 10 %, 50-Hz single face AC complete in all respect. Make = Usha/Voltas/Blue star as approved by the Engineer Incharge (N.S.)

Providing and fixing in position R.O.water purifier (to be fixed with water cooler) having at least 50 ltrs./hour purification capacity and fully automatic operation with auto start and auto off system and as per complete specification of the manufacturer complete in all respect. (NS) Make:- KENT-ELITE Model.

Providing and fixing in position 5.0 HP capacity three phase Monoblock Pumping set complete in all respect of Crompton/Kirloskar make. (NS)

Providing and fixing in position Panel Board with suitable capacity starter, Main switch and Kit Kats etc.for 5.0 HP capacity P/set as required complete in all respect of L&T/Havells make. (NS)

Electrical work 285 to 367:- Supply and erection of 3 core PVC copper insulated and sheathed circular flexible wire:-{HSR 31.9 (ii)(d)} Size 1.50 sq mm (48/0.20 mm)

S/E of M.S. angle iron frame duly welded for housing M.S. sheet & main switches etc. on it, fixed on wall by means of suitable size of rag bolts with cement concrete , duly painted with three coats of approved paint including one coat of red oxide. {HSR31.13 (ii)} (ii) Size 40mm x 40mm x 6mm

S/E of 3mm thick mild steel sheet duly welded on existing M.S. angle iron frame for fixing the main switches etc. as required, duly painted with three coats of approved paint including one coat of red oxide. (HSR31.14)

S/E of blanking sheet in existing distribution board(HSR31.16)

S/E of miniature circuit breaker / isolator 240/415V in the existing distribution board including making necessary connections :{HSR31.17(a) (ii)} (a) Miniature Circuit Breakers of 9 K.A. breaking capacity: (ii) 6 amp. To 32 amp. ( S.P.)

(ii) 6 amp. To 32 amp. (S.P.N) {HSR31.17(a) (ii)}

(ii) 6 amp. To 32 amp. (T.P.N) {HSR31.17(a) (ii)}

(iii) 40 amp. To 63 amp. ( T.P.N.) {HSR31.17(a) (iii)}

S/E of fittings and accessories Bakelite angle/straight button holder large size.(HSR31.18)

(vii) Call bell buzzer 220/230 volts A.C. bakelite with double coil. {HSR31.18 (vii)}

(xxvi) Supply and erection of hexagonal M.S. box 1.60mm thick having each side 8cms, 7.5cms deep, top covered with M.S. lid by means of screws including 10mm dia 30cm long mild steel rod made into suitable suspension hook and erected in R.C.C. slab for erection of fan, the bottom covered with 3mm thick bakelite sheet with suitable holes, painting etc. compelte with all labour and material required to complete the job. {HSR31.18 (xxvi)}

Supply and Erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required:-.{HSR31.21(xv)} (xv) Heavy gauge welded conduit pipe 20mm diameter 1.60 mm thickness on surface.

(xxi) Heavy gauge welded conduit pipe 20mm diameter 1.60 mm thickness flushed. {HSR31.21(xxi)}

(xxi) Heavy gauge welded conduit pipe 25mm diameter 1.60 mm thickness on surface. {HSR31.21(xxi)}

(xxii) Heavy gauge welded conduit pipe 25mm diameter 1.60 mm thickness flushed. {HSR31.21(xxii)}

(xxx) Supply and erection of PVC pipe of 6 kg. Pressure, laid 1 metre below ground level complete, including digging refilling of the trench with jointing etc:- (a) PVC pipe 120 mm dia

(c)PVC pipe 65 mm dia

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 {HSR 31.22 (i)}

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

(iii) Earthing with G.I. earth plate 600 mm x 600 mm x 600 mm x 6 mm thick including accessories and providing enclosures accessories and providing enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. {HSR 31.22 (iii)}

(v) Extra for charcoal or coke and salt for G.I plate or copper plate earth electrode. {HSR 31.22 (v)}

(xv) Supplying and laying 25 mm x 5 mm GI strip on surface or in recess for connections etc.as required with all labour and material {HSR 31.22 (xv)}

(xi) Supplying and laying 25 mm x 5 mm GI strip in 40 mm dia G.I pipe from earth electrode as required. {HSR 31.22 (xi)}

(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.and fixing 4.00 mm dia dia GI wire on sureface or in recess for loop earthing as required. {HSR 31.22 (xvi)}

Supply and erection of under ground cable 1 metre below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches:-{HSR31.25(xl)} (xl) 16 sq mm 4 Core cable (Armoured)

185 sq mm 3 ½ Core cable (Armoured) {HSR 31.25 (xxxii)}

Supply and erection of under ground cable loose in existing pipe or trenches complete with necessary connections. {HSR31.26 (xl)} (xl) 16 sq mm 4 Core cable (Armoured)

(xli) 25 sq mm 4 Core cable (Armoured) {HSR31.26 (xli)}

(xliii) 50 sq mm 4 Core cable (Armoured) {HSR31.26 (xliii)}

(xxviii) 70 sq mm 3 ½ Core cable (Armoured) {HSR31.26 (xxviii)}

(xxxii) 185 sq mm 3 ½ Core cable (Armoured) {HSR31.26 (xxxii)}

Supply and erection of suitable compression type brass cable glands for under ground cable:-{HSR31.28(ii)} (ii) 10 mm2 to 16mm2 core

(iii) 25mm ro 50mm 2 to 4 core {HSR31.28(iii)}

(v) 120 Sq mm to 185 Sq mm cable 3 to 3 ½ Core {HSR31.28(v)}

Supply and erection of metal clad bus bar chamber made from 1.6 mm thick M.S. sheet fixed with rag bolts on wall or on existing pedestal/angle iron frame including bonding to earth, detachable top and bottom painting and necessary connections etc. (Copper bars duly tinned){HSR31.31(ii) (ii) 100 amp.4 bars of 55 cm each (cross Section 25 mm x 3 mm ), chamber over all size 60 cm x 45 cm x 18 cm

Supply and M.S. pipe (B-class) for suspension rod of ceiling fan including threading if required.{HSR31.35 (i) (a)} (a) 15mm dia

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

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

(g) 50 Sqmm {HSR 31.35 (ix) (g)}

(l) 185 Sqmm {HSR 31.35 (ix) (l)}

(xi) Supply & erection of cable route marker made of 50 cm long 10 mm dia M.S Rod welded/revitted at the top with 10 cm dia 5 mm thick G.I. plate inscribed with ‘cable’word on it, having a cross arm 30 cm long of the same dia welded at the bottom, in existing trench 45 cm below ground level. {HSR 31.35 (xi)}

Wiring in 1.5 Sqmm PVC inslulated copper conduct cable in 1.6 mm thick conduit pipe.{HSR31.36 (i) (a)} (i) Fan point (a) short point

Medium point {HSR31.36 (i) (b)}

Long point {HSR31.36 (i) (c)}

(ii) Light point (a) Short point {HSR31.36 (ii) (a)}

(b) Medium point {HSR31.36 (ii) (b)}

(c) Long point {HSR31.36 (ii) (c)}

(iii) Twin Control light point with two way, 5 amp single poleswitch.{HSR31.36 (iii) (b)} (b) Medium Point

(c) Long Point {HSR31.36 (iii) (c)}

(vi) Call bell buzzer 220/230 volts A.C. bakelite with double coil (c)Long Point {HSR31.36 (vi) (c)}

(vii) 3 pin 5 Amp. Plug point including earthing the 3rd pin etc. (a) Short point {HSR31.36 (vii) (a)}

(b) Medium point {HSR31.36 (vii) (b)}

(c)Long point {HSR31.36 (vii) (c)}

(viii) 3 pin 15 Amp. Plug point including earthing the 3rd pin etc. (a) short point {HSR31.36 (viii) (a)}

(b) Medium Point {HSR31.36 (viii) (b)}

(c) Long point {HSR31.36 (viii) (c)}

Supply and erection of PVC unsheathed copper conduct cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. ( Make:- BONTON/Havells FRLS/Anchor FRLS/ Finolex FRLS){HSR31.40 (i)} (i) Size 1.5 sq. mm

(iii) Size 4 sq. mm {HSR31.40 (iii)}

(iv) Size 6 sq. mm {HSR31.40 (iv)}

(v) Size 10 sq. mm {HSR31.40 (v)}

Supply and erection 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 satisfation of the Engineer-in-charge of the work.{HSR 31.41(ii)} (ii) 8-way, SP&N (Horizontal)

(v) 4-way, TP&N (Horizontal) (8+12) {HSR 31.41(v)}

(vi) 8-way, TP&N (Horizontal) (8+24) {HSR 31.41(vi)}

(vii) 12-way, TP&N (Horizontal) (8+36) {HSR 31.41(vii)}

Supply and erection 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.{HSR31.44 (b)} (b) 25mm dia

Supply installation testing and commissioning of Wall/free 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 Zine/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 as per detail.(HSR 31.63)

Suppliying 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 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) 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 pedestal including bounding to earth and making necessary connection required to complete the job in all respect up to the entire satisfaction of Engineer-in-charge of the work. {HSR31.69 (iv)} (iv) 4 pole MCCB 6 amp to 63 amp

(v) 4 pole MCCB 100 amp {HSR31.69 (v)}

(vii) 4 pole MCCB 300 amp to 400 amp {HSR31.69 (vii)}

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)

Supply & Erection of electric ceiling fan capacitor type sweep size 1400mm ,complete in all respects. (Make: Orient/Usha/Crompton).

Supply & Erection of Single phase propeller type heavy duty ventilating fan (Exhaust fan). sweep size 300mm with louver complete in all respect . (Make: Orient/Usha/Crompton).

S/E of LED street light of system voltage 70/72 W IP66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of 60 watt LED should be 7800 or above in cool day light (5000K to 6000K), Lumen efficacy > 95/m/w Power factor >0.95, CRI >70, Average life >50000 hours, complete all accessories as required with connections. Make: Philips, Havells or Wipro, Bajaj. (NS)

Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. below ground level including the cost of digging, bricks, rawl & laying charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (NS) (Make: Delton/Finolex). 20 Pair

Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. below ground level including the cost of digging, bricks, rawl & laying charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (NS) (Make: Delton/Finolex). 50 Pair

Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/tranches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (Make: Delton/Finolex). (NS) 20 Pair

Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/tranches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (Make: Delton/Finolex). (NS) 50 Pair

Supply, erection, laying and testing of D.P. including the cost of krones, base plate, 40mm dia G.I. pipe for incoming and outgoing cable and main box having locking arrangement. (NS) 50 pair DP

Supply, erection, laying and testing of D.P. including the cost of krones, base plate, 40mm dia G.I. pipe for incoming and outgoing cable and main box having locking arrangement. (NS) 20 pair DP

M/S SINGAL AND SONS CONSTRUCTION PRIVATE LIMITED