Construction of cricket pavilion in the premises of Giri Centre at CCSHAU, Hisar (including PH and EI works)

Amount

Civil work 1 to 104:- Earth work excavation in ordinary soil exclusive of compensation of earth- b. earth-work undressed with a combined lead upto 15 metres including breaking of clods (HSR 6.2 (b)

Dressing of Earthwork:- (i) New work or remodeling 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)

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

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

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

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

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

Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement , but including centring and shuttering, laid in position , complete in all respects. (HSR 10.82+ Note) Ist storey

2nd 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

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)}

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)

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 1:6 in first storey upto 4 metres above plinth level (HSR 11.7+ Note) Ist Storey

2nd Storey

3rd storey

11.43 cm thick brick wall laid in cement sand mortar 1:4 without reinforcement , in foundation and plinth (HSR 11.47)

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)

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 + Note) Ist storey

2nd Storey

Providing and fixing cast iron rain water non pressure pipe, I.S.I. mark with ears with screw and wooden plugs fixed on wall face including filling joints with spun-yarn and cement mortar 1:2 excluding head and shoe, etc. {HSR 13.45(a)} (a) 100 mm dia pipe

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

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

Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13..50)

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

Bottom khurra on ground 1.2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR 13.57)

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

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

Providing and fixing mineral fibre false ceilings tiles at all hieghts of size 595 x 595 mm of approved texture, design and pattern, the tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85%, Thermal Conductivity K = 0.052 (-) 0.057 w/m k, Fire Performance as per (BS 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round gavanized iron section of 0.33 mm thick (galvanized @ 120 gsm) comprising of main T runners of 15 x 35 mm of length 3000 mm, cross T of size 600 x 600 mm suspended from celing using galvazied mild steel item (galvanizedd @ 80 gsm) 50 mm long 8 mm outerdiameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85 x 25 x 2 mm, spaced at 1200 mm centre 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)

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

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

18 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding off junction with floors (HSR 14.18)

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

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

2nd Storey

3rd Storey

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

2nd Storey

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

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

Cement pointing 1:2 flush on flat brick flooring (HSR 15.71 + Note) Ist storey

2nd Storey

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

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead , linseed oil, varnish and chalk mitti including finishing the surface to required finish complete (HSR 16.1)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping, etc. (HSR 16.2)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9)

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)

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)

Proving and fixing 35 mm thick glazed door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. ( non-coniferous timber other than teak confirming to I.S. specifications No. 1003 kiln seasoned), with vertical styles and rails, as specified in the statement no.1 ( attached in the end of this chapter), with glass panes of 4 mm thickness , tongued and grooved including the cost of iron hinges , screws, chocks/cleats, stops , etc., complete fixed in position excluding the cost of tower bolt and handles but including the labour for fixing the same (Based on 17.30 (a) + 17.24(c)} (a) 35 mm thick ( 4 mm thick glass panes)

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

Providing and fixing 0.50 mm thick aluminium sheet, including cost of necessary screws, etc., complete (HSR 17.87)

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops, etc., (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)- (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :- {HSR 17.93(a)} (iii) 35mm thick

Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS;733 and IS; 1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminium sections shall be smooth rust free straight mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling C.P. brass/ stainless steel screws, all complete. (HSR 17.95) Fixed portion (Anodized Aluminium transparent or dyed to required shade according to IS;1868, minimum anodic coating of grade AC 15)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS; 733 and IS;1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including clear angle, Aluminium snap beading for glazing/ paneling C.P. brass/ stainless steel screws, etc. complete. (HSR 17.96) Shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including of cost of PVC/ neoprene gasket required including Aluminium fitting.

Providing and fixing 12 mm thick pre laminated particle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with CP brass/ stainless steel screws etc. complete. (HSR 17.97(b)} (b) Pre-laminated particle board with decorative lamination on both sides.

Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC/ neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items). {HSR 17.98(b)} (b) With float glass panes of 5.00 mm thickness.

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS; 6315 marked for doors including cost of cutting floors as required embedding in floors and cover plats with brass pivot and single piece M.S. sheet outer box. (HSR 17.99} (a) With Stainless Steel cover plate.

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

Providing and fixing of 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 seat fitted in continuous lengths made from Bubble EPDM Rubber and side hung/top hund 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 SEPAG)BS-1004 A in white 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 speed upto 180 km/hr. the shoot boths in windows shall be rust proof metalic coated steel. The window frames shall be fixed in masonary wall RCC with necessary fasteners, nuts, bolts, washers, caps, silicon sealant etc., complete in all respect. {HSR 17.103(a)} (a) Frame work

Providing and fixing of 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 seat fitted in continuous lengths made from Bubble EPDM Rubber and side hung/top hund 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 SEPAG)BS-1004 A in white 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 speed upto 180 km/hr. the shoot boths in windows shall be rust proof metalic coated steel. The window frames shall be fixed in masonary wall RCC with necessary fasteners, nuts, bolts, washers, caps, silicon sealant etc., complete in all respect. {HSR 17.103(b)} (b) Openable shutter

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)

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.

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

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)

Trenching in all kinds of soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50 meters and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and farm-yard manure before and after flooding trench with water (excluding cost of imported earth and sludge or farm-yard manure). (HSR 33.4)

Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including diposal of all rubbish with all leads and lifts. (HSR 33.11)

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment). (i) Screened through sieve of I.S. designation 20 mm.{DSR Horti 2018 (item No. 2.4.1)}

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment). (ii) Screened through sieve of I.S. designation 16mm.{DSR Horti 2018 (item No. 2.4.2)}

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) (iii) Screened through sieve of I.S. designation 4.75 mm.{DSR Horti 2018 (item No. 2.4.3)}

Providing and laying Neelgiri/Mexican grass/Tiff 419 Bermuda Grass turf with earth 50 mm to 60 mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of Officer-In charge. {DSR Horti 2018 (item No. 2.33)}

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)

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 6 mm thick High Pressure Laminated (HPL) sheets, at all height, of Green, Century Alstone or Sunderk of approved colour fixed on aluminium tube frame (two verticals tubes & horizontal tube @ 2'-0" C/C ) of size 25 mm x 38.10 mm x 2.00 mm on wall as border around existing door shutter fixed on including sealent, tape, rawl plugs, nails, screws etc. complete in all respects as per drawing and design (NS).

Providing and fixing stainless steel stair case balcony railing of 304 grade consisting of stainless steel tube as hand rail, internal members (Horizontal/vertical) of required size including cutting, welding, grinding, buffering etc. complete in all respect as per architectural drawing and design. (NS)

Providing and fixing 12mm thick toughened glass of AIS/Modi Guard/Saint Gobain make duly toughened by standardized plant, with required holes and cut outs in fixed partition & openable panels/leaf for fully glazed double leaf doors, complete in all respects as per architectural drawing and design or instructions of Engineer-in-Charge. (NS)

Providing and fixing fittings/accessories i.e. handle of size 600 mm x 30 mm of DORMA make (model XL-C-3004) including cost of stainless steel screws etc. complete in all respect as directed by Engineer-in-Charge. (NS)

Providing and fixing fittings/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 Engineer-in-Charge. (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)

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 marble strips of size 14 mm 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 13.5 mm thick physcial security glass (laminated/bonded) comprising of two layers of annealed float glass (each layer 6 mm thick) bonded together with 1.5 mm thick polyvinyl butyral (PVB) interlayer fixed in UPVC frame (excluding the cost of UPVC frame which shall be paid under separate HSR item.), complete in all respect as per drawing and design or as directed by Engineer-In-Charge. (NS)

Earth filling in open cricket grouond with tiba sand/good earth brought from outside (any lead) including laying, dressing, watering, rolling with road roller, carriage, loading, unloading and compensation, etc., complete in all respects as per instruction of the Engineer-in charge (NS)

Laveling of existing cricket ground with laser leveller (machanical/computerise system including tractor, ploughing with harrow/cultivator and all other required equipment, complete in all respect as per instruction of the Engineer-in charge. (NS)

Public health work 105 to 214:- 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. (3 leads) {HSR 6.2 (c)(i)}

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 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 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(10 cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects {HSR 10.87}

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 foundation and plinth. (HSR 11.3)

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

First class brick masonary in well steining of circular wells. (HSR 11.89)

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

12 mm thick cement plaster 1 : 3 (HSR 15.3)

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

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall (HSR 15.11)

10 mm thick cement plaster 1:3 under side of Ceiling. (HSR 15.51)

Cement rendering on plaster 1 mm thick. (HSR 15.75)

Extra for plastering on circular work not exceeding 6 meters in radius:- (a) in one coat. {HSR 15.81(a)}

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

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

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

(ii) 20 mm internal diameter of pipe line

(iii) 25 mm internal diameter of pipe line

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets, elbows etc. in trenches in the ground, cutting, threading and testing etc., complete. {HSR 28.19(e)} (e) 40 mm internal diameter of pipe line

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

(c) 25 mm dia

(e) 40 mm internal diameter

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

(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

(c) 25 mm internal diameter

(e) 40 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)

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)

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. (HSR 29.28) Amended Item

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)

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 (b)} (b) 450 mm x 600 mm

(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 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 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 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.

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

Providing and fixing in position automatic brass ball valves in tanks. {HSR 30.110 (b) (iii)} (b) With plastic ball (iii) 25 mm internal diameter

Providing and fixing HDPE WATER 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

Under Ground Cables. S/E of under gground cable 1 metre below ground level covered with sand and bricks including necessary connections digging and refilling of trenches:- (HSR 31.25 (xii) (xii) 10 sq mm 3 Core cable

Supply and erection of Godrej Almirah type M.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75 mm on all sides of pedestal, having two sets of water proof ventilation holes of suitable size on the sides, at top and bottom, each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size of make it water proof. The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and it’s legs are embeded upto the entire depth in 1:2:4 cement concrete block, projected 75 mm all around the pedestal and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of work- (iv) M.S. pedestal of size 900 mm wide, 1500 mm high and 450 mm deep and bottom totally open, duly embeded in cement concrete block of size 1050 mm x 600 mm x 200 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster, having a base of size 1200 mm x 750 mm x 250 mm below ground level. (HSR 31.33)

Supply of G.I. pipe ‘B’ class ISI marked of ‘Ravindra’/ ‘Jindal’ ‘Parkash ( Surya)’ make (NS) (a) 15 mm internal dia

(b) 20 mm internal dia

(c) 25 mm internal dia

(d) 40 mm internal dia

Supply of G.I. Union couplings of Unik / Unco make (NS) (a) 20 mm internal dia

(b) 25 mm internal dia

(c) 40 mm internal dia

Supply of G.M. Peet valve (heavy type) of DRP/Leader make ISI marked. (NS) (a) 20 mm internal dia

(b) 25 mm internal dia

(c) 40 mm internal 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 o/dia size

(b) 110 mm o/dia size

Providing and fixing in position Fore Front wall hung bowl (WC) SKU Code No. K-72838 IN-O of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Karess Vassel Lavatory SKU Code No. K-2764-T-I-O of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Pure clean seat cover Fore front SKU Code No. K-96001 of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Aleo Basin Mixer SKU Code No. K-72275- IN 4ND-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing Angle Value (July) crome polished SKU Code No. K-80154 IN-4-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Inline Stop Valve SKU Code No. 16089- IN-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position C.P. Grid drain complementary SKU Code No. K-45432- IN-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing C.P. Brass (straight) Inline Stop Valve (concealed stop cock) SKU Code No. K-37340- IN-9-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing Bottal Trap SKU Code No. K-75823- IN-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Patio Touchless Urinal with sensor SKU Code No. K-16321- M-O of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position IN-WALL-Tank Pneumatic, SKU Code No. K-77027-IN-P-NA of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position CP Face Plate Pabble (for in wall tank) SKU Code No. K-54131-N-P-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing Brackets & Bolts SKU Code No. K-1224238-OM-12 of Kohlar Make, complete in all respect. (NS)

Providing and fixing Connector Assessory pack SKU Code No. K-1046327-S of Kohlar Make, complete in all respect. (NS)

Providing and fixing looking mirror 5.0 mm thikc of size 2'-0" x 3'-0" mounted on asbestos sheet ground fixed in position by means of 4 Nos. C.P. brass screws and washers on rubber washers and rawl plugs embeded in wall or CP brass clamps with CP brass screws etc. complete in all respect. Make:- Saint Gobin/MODI/ATUL (NS)

Providing and fixig Towel rail 600 mm long of Jaquar Make Model No. ACN-1111-SM, complete in all respect. (NS)

Providing and fixing coat & hat hooks of Jaquar Make, Model No. ACN-1161-N, complete in all respect. (NS)

Providing and fixing in postion Poper holder of Jaquare Make, Model No. ACN-1153-S, complete in all respect. (NS)

Providing and fixing CP brass Jali 4" dia size of best quality with anti cockroch look, complete in all respect. (NS)

Providing and fixing of PVC specials of Prince / Supreme/Skipper make as per detail given below:- (NS) (a) 100 mm i/dia (4" i/dia) size Pipes (i) HR Bend

(ii) Cowl

(iii) Tee

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

Providing and fixing 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 cast iron flaged Tee of size 4" x 4" x 4" along with tail piece (to be fixed in RCC slab of tank for air release) ISI mark, complete in all respect. (NS)

Providing, fixing, laying and jointing PVC pipes of 6kg/cm2 pressure. Make Coro or any other equivalent make as approved by the Engineer In-charge. (a) 90 mm dia (for pop-up system) (NS)

Providing, fixing, laying and jointing PVC pipes of 6kg/cm2 pressure. Make Coro or any other equivalent make as approved by the Engineer In-charge (b) 75 mm dia (for pop-up system) (NS)

Providing, fixing, laying and jointing PVC pipes of 6kg/cm2 pressure Make Coro or any other equivalent make as approved by the Engineer In-charge. (c) 63 mm dia (for pop-up system) (NS)

Providing, fixing, laying and jointing PVC pipes of 6kg/cm2 pressure Make Coro or any other equivalent make as approved by the Engineer In-charge. (d) 50 mm dia (for pop-up system) (NS)

Providing and fixing Rotary sprinklers with check valve, adjustable arc, 50-360 degree etc. complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing 1" x 30 cm standard swing joint with 4 swivel elbows for above sprinklers, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing polytube 16 mm dia, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing polytube 12 mm dia, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing drippers of 8 LPH capacity, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing PVC service saddles 63 mm x 1"-HD, complete in all respect Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing PVC service saddles 50 mm x 1"-HD, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing double action air release valve 1" dia, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing C.I butterfly isolation valves 3" dia, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing PVC ball valves 63 mm dia , complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing valve boxes 12" rectangular, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing sand filter of capacity 40 cum/hour of 2.5" inlet and outlets with manifolds, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing Disc filter capacity 40 cum/hour of 2.5" inlet and outlets with manifolds , complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing fitting and accessories for above filtration units, complete in all respect. Make Coro or any other equivalent make as approved by the Engineer In-charge. (NS)

Providing and fixing monoblock puming set with head= 52 meter, discharge 10.70 LPS, complete in all respect. Make:- Kirloskar/Lubi/Crompton (NS)

Providing and fixing wall mounted automatic star delta starter panel with necessary accessories i.e connecting cable for pump to starter, connectors etc. for above pump, complete in all respect. Make:- L&T/Schinder/Crompton (NS)

Providing and fixing delivery headers for above pump with accessories fittings etc., complete in all respect. Make:- L&T/Schinder/Crompton (NS)

Providing and fixing C.I not return valves 2.5" dia with flanged ends, complete in all respect. Make:- Jain/LP/Kirloskar (NS)

Electrical work 215 to 284:- MINIATURE CIRCUIT BREAKER AND ISOLATOR:(HSR 31.17) Supply and erection of miniature circuit breaker/isolator 240/415 V in the existing distribution board including making necessary connections (a) Miniature Circuit Breakers of 9 K.A. breaking capacity (ii)6-32 amp. SP MCB

(ii) 32 amp. TPN MCB

(iii) 63 amp. TPN MCB

PIPE LAYING: Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required :-(HSR 31.21) (xxx) S/E of PVC pipe of 6 Kg. pressure, laid 1 metre below ground level complete including digging refilling of the trenchy with jointing etc. (a) PVC pipe 120 mm dia.

(c) PVC pipe 65mm 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

(iii) Earthing with G.I. earth plate 600mm x 600mm x6mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required.

(xi) Pdg. & fixing 25mm x 5mm GI strip in 40mm dia GI pipe from earth electrode as required.

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

(xv)Pdg. and fixing 25 mm x 5 mm G.I strip on surface or in recess for connection etc. as required with all labour and material

(xvi) Pdg and fixing 4.00mm dia GI wire on surface or in recess for loop earthing as require

UNDERGROUND CABLES (HSR 31.25) S/E of underground cable 1 metre below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches. (xviii) 95 sqmm 3.0 core cable (armoured)

(xxxi) 150 sqmm 3.5 core cable (armoured)

UNDERGROUND CABLES Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections.(HSR 31.26) (xliii) 50 sqmm 4 core cable (armoured)

(xviii) 95 sqmm 3.0 core cable (armoured)

(xxxi) 150 sqmm 3.5 core cable (armoured)

S/E of suitable compression type brass cable glands for underground cable (HSR 31.28) (iii) 25 sqmm to 50 sqmm cable 2 to 4 core.

(iv)70 sq mm to 95 sq mm 3 to 31/2 core

(v) 120 sqmm to 185 sqmm cable 3 to 3.5 core.

BUS BAR CHAMBER (a) copper S/E of metal clad bus bar chamber made from 1.6mm 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).(HSR 31.31) (iv)200 amp. 4 bars of 55 cm each (cross section 25 mm x 5 mm) chamber over all size 60 cm x 45 cm x 18 cm .

(viii) 300 amp. 4 bars of 100 cm each (cross section 40mmx5mm), chamber over all size 1.1 cm x 55cm x 23 cm

Pedestal S/E of Godrej Almirah type M.S. pedestal made of 50mm x 50mm x 6mm angle iron frame with 3.00mm thick M.S. sheet covering including shutters with suitable hinges and lcoking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75mm on all sides of pedestal, having two sets of water proof ventilation holes of suitable size on the sides, at top and bottom, each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof. The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and it’s legs are embedded upto the entire depth in 1:2:4 cement concrete block, projected 75mm all around the pedestal and 200mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-charge of work: (HSR 31.33) (vi) M.S.Pedestal of size 1500mm wide, 1800mm high 450mm deep and bottom totally open, duly embedded in cement concrete block of size 1650mm x 600mm x 200mm above ground level duly plastered with 12mm thick 1:4 cement plaster, having a base of size 1800mm x 750mm x250mm below ground level.

Miscellaneous (HSR 31.35) (i) Supply of M.S. Pipe (B-Class) for suspension rod of ceiling fan including threading if required. (a) 15mm dia

(ix)Supply and erection of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of Engineer-in-charge of the work. (g) 50 sqmm

(i) 95 sqmm

(k) 150 sqmm

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

(ii) Size 2.5 sqmm(3/1.05mm)

(iii) Size 4 sqmm(7/0.85mm)

(iv) Cable size 6 sqmm(7/1.05mm)

S/E of double door sheet steel enclosure distribution board suitable for MCBs and ELCBs etc. Recessed in wall including bonding to earth with all labour and material required to complete the job in all respect upto the entire satisfaction of the engineer-in-charge of the work (HSR 31.41) (v) 4-way TPN (Horizontal) (8+12)

(vi) 8-way, TP&N (Horizontal) (8+24)

S/E of PVC conduit pipe ISI marked (Medium) recessed in wall/ceiling etc. including cost of PVC bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work (HSR 31.44) (ii) 25mm dia

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

20 amp.switch

10 amp. Socket

16 amp. socket

Fan regulator

Blinkng plate

Pdg. and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. (HSR 31.57) 1 & 2 Modules

3 Module

4 Module

8 Module

6 Modules

12 Modules

Supply, installation testing and commissioning of wall/free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware 3mm thick Bakelite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of Zinc/Red oxide primer followed by 2 coats of powder coating in grey or required shade after rinsing. The panel having PU/Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/switch wear. Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar Bakelite sheet 3mm thick for separately cable alley to BBC from switch chamber extended solid copper bars upto cable alleys shall provided for outgoing connection which shall be paid as extra items. Side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring (copper) and fuse protection (Only outer area on all sides shall be measured) (HSR 31.63)

Supplying and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation complete in all respect. (HSR 31.64)

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

(v) 4 pole MCCB 100 amp

(vi) 4 pole MCCB 200 amp.

(vii) 4 pole MCCB 300 amp. To 400 amp.

S/E/T/C of multicore telephone conductor 0.5 mm complete in all respect. ( HSR 31.78 ) i ) 2 Pair Telephone

S/E/T/C of cat-6 cable in existing PVc conduit /PVc channel complete in all respect with all labour and material required to complete the job in all respect. (HSR 31.80)

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

S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod and regulator etc. {NS} i) 1400mm sweep. Make: Usha, Orient, Crompton.

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

Supply of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 300mm(12”) sweep Make: Orient, Usha, orient, Havells. (NS)

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

S/E of recessed type 42 Watt full window glare free opal diffuse LED Panel of size 595x595 mm suitable for Armstrong/POP/GB ceiling with M.S. Powder coated white housing. Total system lumen of 42 watt LED should be 4200 or above in cool day light (5600K to 6500K), Power factor >0.95, CRI (Ra) >80, LED lamp Make- Cree, Nichia, Philops Lumiled Osram, Edison, LED Lamp efficacy > 130/m/w, Average life > 50000 hours, complete with all accessories as required with connections(Industrial) Make: Philips, Havells or Wipro etc. (NS)

Providing and installing split type air conditioners, five star rating inverter type with copper coils 2.0 ton capacity ± 10%) fitted with super tropical - DC PAM inverter- return cooled - rotary compressor operating on refrigerant R-410-A/R-32 suitable for wall mounting confirming to IS : 1391 (part-2)/92 (except power consumption norms) with upto date amendments, suitable for operating on 230 volts, 50 Hz single phase A.C. supply having following specifications:-(i) Cooling coil row -3 Nos.(ii) Air flow (CMH)1100 -1450 cum/ hr.(iii) Sound level (H/M/L)- 41/38/34/25(silent mode)(iv) Louvers swing- 3D + 3D Auto etc. complete in all respectMAKE :- O General/Mitsubishi (Heavy Industries) (five star rating) Model as approved by the Engineer-in-Charge. (NS)

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

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

S/I/T/C of 2.0 Ton Cassette Specification modal name indoor unit 4 way casstte Power supply in outoor unit 1 face 50h 220-240v Cooling capacity rated kw 5.5. Rated power consumption rated kw 1.5 ISEER rated 5.05 Air flow m3/s indoor unit 0.29/0.24/0.22 Outdoor unit 0.64 Cfm indoor unit 700/615/520 Sound presser (db(a) indoor unit 38/32/30 Pipe length (m) outdoor unit 32 m Charge less 15 Minimum pipe length 2 Maximum pipe length 25 maximum pipe height 10 Operating range (c)15-46 Gas-R-410/R-32 Make:Trane, O-general, Mitisubishi Heavy Industries Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer in-charge (NS)

S/I/T/C of Drain piping: Providing and fixing and in position the following PVC pipes for condensate drain duly insulated with kinny foam & vapour barrier duly secured with adhesive tape as per specification ,cut to required length and installed with all joints , including the necessary fittings. (For all the indoor units upto the main header in the shaft dor vertical risers) with clamps at 1.00 meter spacing. This includes testing of joints complete as per direction of the Engineer-in-charge and with the 3 years free comprehensive warranty period. (i) 25mm outer dia Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge (NS)

Supply, installation testing and commissioning of interconnecting refrigerant pipe work (both) for suction and discharge pipes will consist 1unit) with (0.8 mm thick) closed cell elastomeric nitrite rubber tubular insulation between each set of indoor & outdoor units as per specification , all piping inside the room shall be properly supplied with hangers with the 3 years free comprehensive warranty period including cost of petty material required to complete the work upto the entire satisfaction of Engineer . a) Big size 5/8 Small size 1/4 (b) Control cum transimission wiring (should be shielded cable in PVC Pipe) of 2C x 1.5 Sqmm Copper between indoor unit and out door unit and indoor units and its remote controller. Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge (NS)

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

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) (i) 20 Pair Make:- DELTON/ FINOLEX/ HAVELLES

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. (NS) (i) 20 Pair Make:- DELTON/ FINOLEX/ HAVELLES

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) (i) 20 pair DP Make:- DELTON/ FINOLEX/ HAVELLES

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