CONSTRUCTION OF NEW OFFICE BUILDING SINCHAI BHAWAN PANIPAT IN CANAL COLONY GOHANA ROAD BINJHOL PANIPAT

Amount

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 Mtrs. (HSR 6.6)

Earth work in excavation in foundations, trenches etc. in all kinds of soil, exceeding 2 meters 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 Mtrs. (HSR 6.6)

Earth Filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead up to 30 meters. Subject to condition soil Is non plastic. [HSR 6.13(a)].

Providing and injection chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, alongwith the external perimetre of building, expansion joints surrounding of pipes and conduite etc, complete (plinth area of the building at ground floor only shall be measured) Aldrin Embulsifiable concentrate (0.5%) {HSR 6.15 a (i)}

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in treache, plinth, sides of foundation etc. complete. (DSR 2.25(a)

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

Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)

Providing and laying in position mechine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of lying but excluding the cost of centering, shuttering, finishing and reinforment, including the admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chrage in foundation and plinth.(note : cement content considered in this item is 330kg/cum) (Foundation To FFL) (HSR 10.66)

Providing & laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 300 kg/cum.).(HSR 10.65)

Centring and Shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels ground floor beam. (HSR 9.7)

Centring and Shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels 1st storey Roof Beams. HSR 9.7

Centring and Shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels second storey Roof Beams. HSR 9.7

Centring and Shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels third storey Roof Beams. HSR 9.7

Centring and Shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels fourth storey Roof Beams. HSR 9.7

Centring and Shuttering for Columns.(square and rectanguler of polygon in plan) 1st Storey. HSR 9.9

Centring and Shuttering for Columns.(square and rectanguler of polygon in plan) 1st storey Columns. HSR 9.9

Centring and Shuttering for Columns.(square and rectanguler of polygon in plan) second storey Columns. HSR 9.9

Centring and Shuttering for Columns.(square and rectanguler of polygon in plan) third storey Columns. HSR 9.9

Centring and Shuttering for Columns.(square and rectanguler of polygon in plan) fourth storey Columns. HSR 9.9

Centring and Shuttering for Columns.(square and rectanguler of polygon in plan) Boundary Wall Columns. HSR 9.9

Centring and Shuttering for Columns.(for circular and curved in plan) ground floorcolumns. HSR 9.10

Centring and Shuttering for Columns.(for circular and curved in plan) 1st storey Columns. HSR 9.10

Centring and Shuttering for Columns.(for circular and curved in plan) second storey Columns. HSR 9.10

Centring and Shuttering for Columns.(for circular and curved in plan) third storey Columns. HSR 9.10

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 1:5 in foundation plinth. (HSR 11.3)

Design Mix cement concrete of grade M-20 with minimum cement content 300kg/cum in first storey upto 4 meters above pilnth level using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth First Storey (HSR 10.72)

Design Mix cement concrete of grade M-20 with minimum cement content 300kg/cum in first storey upto 4 meters above pilnth level using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth 1st storey. HSR 10.72

Design Mix cement concrete of grade M-20 with minimum cement content 300kg/cum in first storey upto 4 meters above pilnth level using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth second storey. HSR 10.72

Design Mix cement concrete of grade M-20 with minimum cement content 300kg/cum in first storey upto 4 meters above pilnth level using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth third storey. HSR 10.72

Providing and laying in position mechine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of lying but excluding the cost of centering, shuttering, finishing and reinforment, including the admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chrage in first storey upto 4 meters above plinth level.(note : cement content considered in this item is 330kg/cum) First Storey. HSR 10.73

Providing and laying in position mechine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of lying but excluding the cost of centering, shuttering, finishing and reinforment, including the admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chrage in first storey upto 4 meters above plinth level.(note : cement content considered in this item is 330kg/cum) 1st storey . HSR 10.73

Providing and laying in position mechine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of lying but excluding the cost of centering, shuttering, finishing and reinforment, including the admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chrage in first storey upto 4 meters above plinth level.(note : cement content considered in this item is 330kg/cum) second storey. HSR 10.73

Providing and laying in position mechine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of lying but excluding the cost of centering, shuttering, finishing and reinforment, including the admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chrage in first storey upto 4 meters above plinth level.(note : cement content considered in this item is 330kg/cum) third storey. HSR 10.73

Providing and laying in position mechine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of lying but excluding the cost of centering, shuttering, finishing and reinforment, including the admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chrage in first storey upto 4 meters above plinth level.(note : cement content considered in this item is 330kg/cum) fourth storey. HSR 10.73

Centring and Shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal First Storey Roof Slab. HSR 9.1

Centring and Shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal 1st storey Roof Slab. HSR 9.1

Centring and Shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal second storey Roof Slab. HSR 9.1

Centring and Shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal third storey Roof Slab. HSR 9.1

Centring and Shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal fourth storey Roof Slab. HSR 9.1

First class brick work laid in cement sand mortar 1:5 in ground floorupto 4 metre above plinth level First Storey. HSR 11.8

First class brick work laid in cement sand mortar 1:5 in ground floorupto 4 metre above plinth level 1st storey . HSR 11.8

First class brick work laid in cement sand mortar 1:5 in ground floorupto 4 metre above plinth level second storey. HSR 11.8

First class brick work laid in cement sand mortar 1:5 in ground floorupto 4 metre above plinth level Fourth Storey. HSR 11.8

First class brick work laid in cement sand mortar 1:5 in ground floorupto 4 metre above plinth level Fifth Storey. HSR 11.8

11.43 cm thick brick wall laid in cement sand mortar 1:4 in super-structure First Storey. HSR 11.48 (a)

11.43 cm thick brick wall laid in cement sand mortar 1:4 in super-structure 1st storey . HSR 11.48 (a)

11.43 cm thick brick wall laid in cement sand mortar 1:4 in super-structuresecond storey. HSR 11.48 (a)

11.43 cm thick brick wall laid in cement sand mortar 1:4 in super-structure third storey. HSR 11.48 (a)

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 on 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., 1st storey (HSR 13.13).

Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16. (HSR 13.50)

Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (e) 50mm i/d G.I. pipe. [HSR 13.55 (e)].

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

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

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. Make:- Supreme, Finolex, Prince 100 mm dia PVC pipe 6 kg. pressure. HSR 13.89 (a)

Providing and fixing PVC Bend ISI Mark. Make:- Supreme, Finolex, Prince 100 mm dia PVC Bend. [HSR 13.90 ] (a)

Providing and fixing tiled false ceiling of approved materials of size 595x595mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (c)12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit second storey. (HSR 13.98)

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. 1st storey . HSR 14.4

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping second storey. HSR 14.4

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping third storey. HSR 14.4

Conglomerate floor 50 mm thick Cement Concrete topping 1:2:4. (HSR 14.10)

Provding & fixing vitrified tiles of size 600mm x 600mm or larger size of approved make in flooring laid in any pattern as speficied over base of 20mm thick cement corarse sand morter 1:3 and jointed with white cement slurry mixed with pigment otmatch the shade of tiles. Note: Tiles shall be premium quality (1st quality) of reputed manufecturar lime NITCO; KAJARIA; SOMANI; ORIENT; JOHNSAOS & RAK First Storey. HSR 14.89

Provding & fixing vitrified tiles of size 600mm x 600mm of approved make in skirting/ dado laid in any pattern as speficied over base of 12mm thick cement corarse sand morter 1:3 and jointed with white cement slurry mixed with pigment otmatch the shade of tiles. Note: Tiles shall be premium quality (1st quality) of reputed manufecturar lime NITCO; KAJARIA; SOMANI; ORIENT; JOHNSAOS & RAK First Storey. HSR 14.90

Marble stone flooring 20 mm to 25mm thick slab including matching grains of marble 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 of marble including rubbing and polishing. (using marble stone slab of size more than 0.38 sqm each) White Makrana Marble with fine grain 1st quality First Storey. HSR 14.49 a(i)).

Marble stone flooring 20 mm to 25mm thick slab including matching grains of marble 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 of marble including rubbing and polishing. (using marble stone slab of size more than 0.38 sqm each) White Makrana Marble with fine grain 1st quality second storey. HSR 14.49 a(i)).

Marble stone flooring 20 mm to 25mm thick in risers of step, skirting, dado, pillers and wall lining including matching grains of marble 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 of marble including rubbing and polishing. (using marble stone slab of size more than 0.38 sqm each) White Makrana Marble 1st quality First Storey. (HSR 14.52 a(i)

Marble stone flooring 20 mm to 25mm thick in risers of step, skirting, dado, pillers and wall lining including matching grains of marble 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 of marble including rubbing and polishing. (using marble stone slab of size more than 0.38 sqm each) White Makrana Marble 1st qualitythird storey. (HSR 14.52 a(i)

Providing and fixing glass strips 5.5 mm thick in floors. (HSR 14.80)

Providing & fixing ceramic tiles/ anty skid tile of size 400mm x 400mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, ORIENT,JOHNSON, BELL AND SIMPOLO First Storey, HSR 14.91

Providing & fixing ceramic tiles/ anty skid tile of size 400mm x 400mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, ORIENT,JOHNSON, BELL AND SIMPOLO Second Storey. HSR 14.91

Providing & fixing ceramic tiles/ anty skid tile of size 400mm x 400mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, ORIENT,JOHNSON, BELL AND SIMPOLO second storey. HSR 14.91

Providing & fixing ceramic tiles/ anty skid tile of size 400mm x 400mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, ORIENT,JOHNSON, BELL AND SIMPOLO third storey. HSR 14.91

Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. Digital Print tiles of Size of 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA shall be used First Storey. HSR 14.92(b)

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (DSR 11.56)

12mm thick cement plaster on walls (1:5) First Storey. (HSR 15.6)

12mm thick cement plaster on walls (1:5) 1st storey . HSR 15.6

12mm thick cement plaster on walls (1:5) second storey. HSR15.6

12mm thick cement plaster on walls (1:5) third storey. HSR 15.6

12mm thick cement plaster on walls (1:5) fourth storey. HSR 15.6

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall First Storey. (HSR 15.12).

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall 1st storey . HSR 15.12

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall second storey. HSR 15.12

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall third storey. HSR 15.12

20 mm thick cement plaster vertical damp proof coarse 1:3 with two coats of bitumen at 1.65 Kg. per sqm. Laid hot & sanded (HSR 15.77) (a) Vertical

Preparation of ply wood surface for painting inlcuding 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. Painting on wooden surfaces etc. (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. Painting on mettalic Surfaces etc. (HSR 16.9).

Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (HSR 16.17).

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (HSR 16.58).

Providing two coats of exterior acrylic emulsion paint. [HSR 16.79 (b)].

Providing and applying two coats white cement based putty over plastered surface and grindling 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). (HSR 16.81)

Cost of brass fittings complete for doors and windows, such as tower bolts, handles, etc. and screws for these fittings (excluding sliding bolt) for Single leaf shutter. [HSR 17.70 (a)

Cost of brass fittings complete for doors and windows, such as tower bolts, handles, etc. and screws for these fittings (excluding sliding bolt) for dopuble leaf shutter. [HSR 17.70 (b)

Providing & fixing 150 mm hasps and staples with necessary screws, etc. complete Aluminium. (Powder coated fittings will be supplied by the deptt. Instead of Aluminium fittings.) [HSR 17.78 (b)].

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

Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)].

Providing and fixing sliding bolt with nuts & screws etc complete. (b) Aluminium Size 300 mm x 16 mm. [HSR 17.83 (b)]. (i)

Providing and fixing sliding bolt with nuts & screws etc complete. (b) Aluminium Size 250 mm x 16 mm. [HSR 17.83 (b)]. (ii)

Providing and fixing 50 mm cup board or ward robe knob- (b) aluminium. [HSR 17.84 (b)].

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

Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock & Champ only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood nd including cost of iron hinges, screw, chock/cleats, stops nails etc. complete in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). (b) 35 mm thick. [HSR 17.90 (b) - Note 1 under 17.18].

Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock & Champ only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood nd including cost of iron hinges, screw, chock/cleats, stops nails etc. complete in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). (a) 30 mm thick. [HSR 17.90 (a) (-) 17.18 - Note]

Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock & Champ only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. [HSR 17.92 (i) - Note 1 under 17.18]

Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock & Champ only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 35 mm wide. [HSR 17.92 (ii) 17.18 - Note]

Factory manufactured Solid Flush Door Shutter, of teak wood, kiln-seasoned, as per I.S. No. 401, with 100mm wide vertical styles, 150mm wide lock rail, 200mm wide bottom rail and 100mm wide other rails, with panels of 12mm thick veneered, particle board, or plywood of BWR grade hot pressed including cost of iron hinges, screws, chocks/cleats, stops and nails etc. complete fixed in position(excluding the cost of any fittings, ither than specified above but including labour for fixing the same in position.)(b) Panels of decorative plywood, both sides teak faced. (ii) 35mm thick . Duro, Green, Kitply Only. [HSR 17.94 (b) (ii)]

Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, 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. Duro, Green, Kitply Only. [HSR 17.93 (a) (i) - Note 1 under 17.18]

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 rawel 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, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96 i)

Providing and fixing 12 mm thick preleminated paticle 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 c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. [HSR 17.97 (b)].

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (a) with stainless steel cover plate. [HSR 17.99 (a)].

Providing aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete (HSR 17.100)

Providing fixing Aluminum round shape handic of cuter dia 100 mm with screws etc. complete. (ii) Powder coated minimum thickness 50 micron alminium. [HSR 17.102 (ii)].

Structural steel work in angles, tees and flats rivetted including cutting fixing all gusset plates, bolts, nuts, rivets, etc. with hoisting and erecting in position:- for roof trusses well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. (HSR 18.3)

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors 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 including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.. (HSR 18.22).

Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)].

Pressed steel sheet frames (chowkhats) consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead 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 door and window frame Size of 89 mm x 50 mm with 40 mm wide single rebate. . [HSR 18.34]. (a)

Pressed steel sheet frames (chowkhats) consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead 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 door and window frame size 127mm X 50 mm with 40 mm wide double rebate. HSR 18.34 (c)

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastners etc.) (DSR 10.28/2018) as per PWD notification on dated 19/11/19 A&C silp no. 31

Designing, fabricating, testing, installing and fixing in position curtain wall with aluminium composite panel cladding, with open grooves for linear as well as cuvilinear portions of he building, for all heights and all levels etc. including (complete specification refer DSR 8.32)

Providing and fixing GRC(Glass Fibre Reinforced Concrete)Tiles as per architectural specifications in all respects entire the satisfaction of the Engineer-In-Charge. shall be got approved from Engineer-in-Charge before application. (NS)

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc., all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by the technical sanctioning authority as per the site requirement. (DSR 25.3)

Providing and fixing Fibre Glass Roofing Sheet as per architectural specifications in all respects entire the satisfaction of the Engineer-In-Charge. shall be got approved from Engineer-in-Charge before application. (NS)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m) having 50 no rounds per 6 metre length, upto 3m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) /Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53)

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 drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, 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 board 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, upto a lead of 1 Km in oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)].

Supply and erection of Hot water pipe medium class(B-class) GI as per IS 1239 with 25mm thick insulation of 48kg/cum density and K value +0.03W/MK R value +1.67sqm C/W to withstand and temp of 250deg. Erected in wall or surface including all labour and materials required to complete the job in all respect 15 mm internal diameter of pipeline. (HSR 30.120) (a)

Supply and erection of Hot water pipe medium class(B-class) GI as per IS 1239 with 25mm thick insulation of 48kg/cum density and K value +0.03W/MK R value +1.67sqm C/W to withstand and temp of 250deg. Erected in wall or surface including all labour and materials required to complete the job in all respect 20 mm internal diameter of pipeline. (HSR 30.120) (b)

Supply and erection of Hot water pipe medium class(B-class) GI as per IS 1239 with 25mm thick insulation of 48kg/cum density and K value +0.03W/MK R value +1.67sqm C/W to withstand and temp of 250deg. Erected in wall or surface including all labour and materials required to complete the job in all respect 25 mm internal diameter of pipeline. (HSR 30.120) (c)

Extra for fixing and jointing union couplings in W.I. pipelines 15 mm internal diameter. [HSR 28.21]. (a)

Extra for fixing and jointing union couplings in W.I. pipelines 20 mm internal diameter. [HSR 28.21]. (b)

Extra for fixing and jointing union couplings in W.I. pipelines 25 mm internal diameter. [HSR 28.21]. (c)

Extra for fixing and jointing union couplings in Cost of G.I. Union Couplings (a) 15 mm internal diameter. HSR 28.21 (a)

Extra for fixing and jointing union couplings in Cost of G.I. Union Couplings (b) 20 mm internal diameter. HSR 28.21 (b)

Extra for fixing and jointing union couplings in Cost of G.I. Union Couplings (c) 25 mm internal diameter. HSR 28.21 (c)

Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule 40 mm internal diameter of pipeline. [HSR 28.22] (f)

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required 11.43 cm thickness of walls. [HSR 28.23]. (a)

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required 22.86 cm thickness of walls. HSR 28.23 (b)

Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 15 mm internal diameter. [HSR 28.27].(a)

Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 20 mm internal diameter. [HSR 28.27].(b)

Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage 25 mm internal diameter. [HSR 28.27].(c)

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works 15 mm internal diameter. (HSR 28.29). (a)

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works 20 mm internal diameter. (HSR 28.29). (b)

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works 25 mm internal diameter. (HSR 28.29). (c)

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge Upto 200 mm internal diameter. [HSR 28.47 (a)]

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 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 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 coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab) Size 450 mm x 450 mm. [HSR 29.84].(a)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 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 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 coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab Size 450 mm x 600 mm. HSR 29.84 (b)

Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. [HSR 29.87 (a) (i)].

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge grade 'A' 150 mm. (HSR 29.95) (b)

Providing & Fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian orissa or orya water water closet suite for sinking into floor, with raised foot treats complete with 100 mm H.C.I.'P' trap with or without vent as required and all other necessary fitting as fully described. (b) Size 630 mm (ii) Single Colour. (Make Hindware) [HSR 30.2 (b) (ii)].

Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) White Color. [HSR 30.5 (b) (i)].

EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. [HSR 30.12 (i)].

EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). [HSR 30.13 (i)].

EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. [HSR 30.15 (i)].

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (i) flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge)(i) White. [HSR 30.19 (i)].

Providing and fixing 25 mm thick marble partitions for different type of urinals. (HSR 30.40).

Providing & Fixing in position best indian make (ordinary) lavatory suites consisting of:- (v) Size 550 mm x 400 mm with one no. tap. [HSR 30.41(iv)].

PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto 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 dia metre. complete (as required by the Engineer-in-charge). [HSR 30.50]

Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (a) 600 mm x 450 mm x 200 mm. [HSR 30.53 (a)].

Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62)

Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (a) with Bottle Trap (indian make). [HSR 30.63 (a)].

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. [HSR 30.67 (a)].

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 respect including cutting and making goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. (i) 750 mm long. [HSR 30.68 (a)]

Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (a) C.P. Brass (i) Soap dish Large. [HSR 30.70 (a) (i)].

Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. (a) Indian Make (i) 600 mm x 450 mm. [HSR 30.71 (a) (i)].

Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74].

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

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. [HSR 30.76 (a) (ii)].

Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 375 mm. [HSR 30.82 (b) (ii)].

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

Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing 75 mm internal diameter. HSR 30.84 (b)

Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85).

Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. 100 mm internal dia meter. (1.13 Kg). (HSR 30.87) (a)

Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc 75 mm internal dia meter. (0.91 Kg). HSR 30.87 (b)

Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects for 100 mm interal diameter pipes for 100 mm interal diameter pipes. (HSR 30.88) (a)

Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects for 75 mm interal diameter pipes. HSR 30.88 (b)

Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. [HSR 30.89 (b)].

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing.For 100 mm dia pipes Heal rest bend. (HSR 30.91) (a) (1)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing.For 100 mm dia pipes Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm. (HSR 30.91) (a) (2)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing .For 100 mm dia pipes Bend with Door. HSR 30.91 (a) 13

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing .For 100 mm dia pipes Bend Plain. HSR 30.91 (a) (14)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing For 100 mm dia pipesCowls. HSR 30.91 (a) (16)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing For 100 mm dia pipesDoor piece. HSR 30.91 (a) (17)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing For 100 mm dia pipesCollars. HSR 30.91 (a) (22)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing (b) For 75 mm dia pipes Heal rest bend. HSR 30.91 (b) (1)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing (b) For 75 mm dia pipes Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm. HSR 30.91 (b) (3)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing (b) For 75 mm dia pipes Bend with Door. HSR 30.91 (b) (13)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing (b) For 75 mm dia pipes Bend Plain. HSR 30.91 (b) (14)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing (b) For 75 mm dia pipes Door piece. HSR 30.91 (b) (16)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing (b) For 75 mm dia pipes Cowls. HSR 30.91 (b) (17)

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing (b) For 75 mm dia pipes Collars. HSR 30.91 (b) (18)

Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. [HSR 30.110 (b) (ii)].

Providing & Fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150 mm cast iron cover weighing approximately 7.26 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. (b) 100 internal diameter H.C.I. gull trap. [HSR 30.114 (b)].

Providing and Fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, 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 and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge 1000 Ltrs. Capacity Water Tank. [HSR 30.119] (v)

Supply and erection of Stainless Steel water cooler of Blue Star make (Model no. FSS 60120L) energy efficient compressor cooling capacity120 liter including Waves make E-boiling water purifier and Voltas Stabilizer complete in all respect. (NS)

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth (HSR 10.39)

Cement concrete 1:1.5:3 with stone 20mm nominal in stone for all RCC work in slabs excluding steel reinforcement but i/e centering & Shuttering laid in position complete in all respect (HSR- 10.82+10.95a)

Ist class brick work laid in cement 1:4 in Foundation & Plinth. (HSR-11.4)

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

Providing, lowering, laying, cutting, (cut surface to be uniformly finished) jointing with rubber rings marked with IS: 5382 and testing of SPIGOT AND SOCKETTED RCC NP 2 MARKED WITH IS: 458 - 1988 and special into trenches for all depths including carriage, loading, unloading, staking, handling, rehandling etc. complete in all respects to the satisfaction of the Engineer - in - charge 200mm i/d of pipe. (HSR 29.93) (i)

CONSTRUCTION BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement mortar 1:5 LIME CONCRETE with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 BENCHING 12mm THICK CEMENT PLASTER 1:2 with a floating coat of 1mm thick of neat cement R.C.C.1:2:4 SLAB 100mm THICK /C.C.TOPPING 50 mm THICK WITH 455 MMx455MM/455MMx610MM 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 designSize 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab). (HSR 29.84) (c)

Supply and filling of Boulders(50-200mm) on level (NS)

Supply and filling of Gravels (5-10mm) gauge on level (NS)

Supply and filling of Coarse sand (1.5-2mm) on level (NS)

Lobour for boaring 250 mm dia bore upto 70 mtr depth.(NS)

Providing and laying 230 mm dia PVC pipe (6kg/m2) duly slotted IS-4985:1988 including adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer in charge.(NS)

Cost of iron clamp 200 mm dia with rippots,ball plug,well caps, filter jali, solutions , socket etc.(NS)

P/Fixing R.C.C. cover for hodi 0.85 m x 0.60 m consisting of M.S. angle 50x50x6 outer frame (13.05 kg) & 45x45x6 mm inner frame (11.28 kg) & RCC 1:1½:3 75 mm th. Over inner frame i/c steel reinforcement 10 mm Ø bars 45 nos along 0.60 mtr side(16.74 kg) i/c hinges etc complete.(NS)

Providing and laying RCC 1:1½:3 cap 60 cm x 60 cm x 7.5 cm th. On pipe i/c 10 mm Ø bars 6 nos on each side (4.46 kg) i/c form work complete. (NS)

Providing and laying Filter media around injection well pipe as per requirement (NS)

Cement concrete 1:2:4with stone aggregate 40mm nominal size in foundation and plinth (HSR 10.41)

Cement concrete 1:1.5:3 with stone 20mm nominal in stone for all RCC work in footing, strips,foundations,beams,etc excluding steel reinforcement but i/e centering & Shuttering laid in position complete in all respect (HSR- 10.90+10.95a)

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

Construction of 01 No. soak pit/ soak well as per approved design & drawing.or up to the satisfaction of Engineer-in-Charge.

Supply and erection of miniature circuit breaker / isolator 240 /415 V in the existing distribution board including making necessary connections SP MCB of 9 KA breaking capacity 6 amp. to 32 amp. HSR 31.17 (a)(ii)

Supply and erection of miniature circuit breaker / isolator 240 /415 V in the existing distribution board including making necessary connections TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp. HSR 31.17 (a) (iii)

Supply and erection of miniature circuit breaker / isolator 240 /415 V in the existing distribution board including making necessary connections SPN MCB of 9 KA breaking capacity 32 amp. HSR 31.17 (a) (ii)

(M) Supply and erection of Fittings and Accessories Bakelite angle / straight button holder large size. HSR 31.18 (xi)

Supply and erection of hexagonal M.S. box 1.60 mm thick having each side 8 cms , 7.5 cms deep top covered with M.S. lid by means of screws including 10 mm dia 30 cm long mild steel rod made into suitable suspension hook and erected in RCC slab for erection of fan , the bottom covered with 3 mm thick bakelite sheet with suitable holes , painting etc. complete with all labour and material required to complete the job. HSR 31.18 (xxvi) .

Erection and carriage of fans making suitable hole in the wall upto 450 mm sweep exhaust fan including finishing the same and fixing of wire mesh duly fixed with Deodar wood frame of section 40 mm x 25 mm thick. HSR 31.20 (v)

Erection and carriage of fans. Pdg. and fixing of required size of deodar wood frame of section 50 mm x 32 mm for fixing exhaust fan upto 450 mm sweep.HSR 31.20 (vi)

Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required havy guage welded conduit pipe 20 mm dia 1.60 mm thickness flushed. HSR 31.21 (xxi)

Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required heavy guage welded conduit pipe 25 mm dia 1.60 mm thickness flushed. HSR 31.21 (xxii)

Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required PVC pipe 120mm dia. HSR 31.21 (xxix) (a)

Earthing with GI earth plate 600 mm x 600 mm x 6 mm 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. HSR 31.22 (iii)

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

Pdg. and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required . HSR 31.22 (x)

Supply and erection of under ground cable 1M below ground level covered with sand and bricks complete with necessary connections digging and refilling of trenches 50 Sq. mm 4.0 Core Armoured Cable. HSR 31.25 (xliii)

Supply and erection of under ground cable 1M below ground level covered with sand and bricks complete with necessary connections digging and refilling of trenches 35 Sq. mm 4 Core Armoured Cable. B314. HSR 31.25 (xlii)

Supply and erection of under ground cable 1M below ground level covered with sand and bricks complete with necessary connections digging and refilling of trenches 25 Sq. mm 4 Core Armoured Cable. HSR 31.25 (xli)

Supply and erection of under ground cable 1M below ground level covered with sand and bricks complete with necessary connections digging and refilling of trenches 10 Sq. mm 2 Core Armoured Cable. HSR 31.25 (iv)

Supply and erection of suitable compression type brass cable glands for underground Cable 10 Sqmm to 16 Sqmm Cable 2 to 4 Core . HSR 31.28 (ii)

Supply and erection of suitable compression type brass cable glands for underground Cable 25 Sqmm to 50 Sqmm Cable 2 to 4 Core. HSR 31.28 (iii)

Supply and erection of metal clad bus bar chamber made from 1.6mm thick MS sheet fixed with rag bolts on wall or on existing pedestal/angle iron frame including bonding to earth, detatchable top and bottom painting and necessary connections etc. (coppor bars duly tinned) 200amp 4 bars of 55cm each (cross section 38mm x 6mm) chamber over all size 60cm x 45cm x 18cm. HSR 31.32 (v)

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

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe Fan Point - Medium HSR 31.36(i) (b)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe Fan Point- Long. HSR 31.36 (i)(c)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe Light point -Short. HSR 31.36 (ii) (a)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe Light Point - Medium. HSR 31.36 (ii) (b)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe Light Point- Long. HSR 31.36 (iii) (c)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe Twin control light point with 2 way 5 amp. single pole switch-Long point. HSR 31.36 (ii) (c)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe Call bell point including M.S Box of size 180mmx100mmx60mm deep for call bell - Long point HSR 31.36 (vi) (c)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe 3 pin 5 amp. plug point including earthing the 3rd. pin etc. -Short point. HSR 31.36 (vii) (a)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe 3 pin 5 amp. plug point including earthing the 3rd. pin etc.- Medium point. HSR 31.36 (vii) (b)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe 3 pin 5 amp. plug point including earthing the 3rd. pin etc.- Long point. HSR 31.36 (vii) (c)

Wiring in 1.5 sq.mm PVC Insulated copper conductor cable in 1.6 mm thick conduit pipe 3 pin 15 amp plug point including earthing the 3 rd. pin etc.with 4 sq mm PVC insulated copper conductor cable - Long point. HSR 31.36 (viii) (c)

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

Supply and erection of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe Size 4 sqmm (7 / 0.85mm). HSR 31.40 (iii)

Supply and erection of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe Size 6 sqmm ( 7 / 1.05mm). HSR 31.40 (iv)

Supply and erection of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe Size 10 sqmm. HSR 31.40 (v)

Supply and erection of double door sheet steel enclosures distribution boards suitable for MCBs and ELCBs etc. recessed in wall including bonding to earth with all labour and material requared complete the job in all respect upto the entire satisfaction of the Engineer-in Charge of the work 8-way, TP & N (Horizontal) (8+24). HSR 31.41 (vi)

Supply and erection of double door sheet steel enclosures distribution boards suitable for MCBs and ELCBs etc. recessed in wall including bonding to earth with all labour and material requared complete the job in all respect upto the entire satisfaction of the Engineer-in Charge of the work 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 to the entire satisfaction of Engineer-in-Charge of work 25 mm dia. HSR 31.44 (b)

Supply and Erection of MS box of size 200mm x 150mm x100mm deep covered with bakelite sheet including cost and flushed erection of 32A DP swithch 15A socket and switch with necessary connections complete in all respect up to the entire satisfaction of Engineer in charge of the work. HSR 31.47

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

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect 10 amp. 2 way switch. HSR 31.56

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect 20 amp. Switch. HSR 31.56

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect 10 amp. Socket. HSR 31.56

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect 16 amp. Socket. HSR 31.56

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect Bell push. HSR 31.56

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect Fan regulator. HSR 31.56

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect Call bell Ding-Dong ( Monitca ). HSR 31.56

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect Blinking Plate. HSR 31.56

Pdg. and fixing GI concealed sheet metal boxes inner and outer faceplate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material requiered to complete the job in all respect 1 & 2 module. HSR 31.57

Pdg. and fixing GI concealed sheet metal boxes inner and outer faceplate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material requiered to complete the job in all respect 3 Modules. HSR 31.57

Pdg. and fixing GI concealed sheet metal boxes inner and outer faceplate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material requiered to complete the job in all respect 4 Modules. HSR 31.57

Pdg. and fixing GI concealed sheet metal boxes inner and outer faceplate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material requiered to complete the job in all respect 6 Modules. HSR 31.57

Pdg. and fixing GI concealed sheet metal boxes inner and outer faceplate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material requiered to complete the job in all respect 8 Modules. HSR 31.57

Pdg. and fixing GI concealed sheet metal boxes inner and outer faceplate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material requiered to complete the job in all respect 12 Modules. HSR 31.57

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 to the entire satisfaction of Engineer-in-Charge of work. 32mm dia per metre. HSR 31.58 (i)

Supply, Installation, Testing and Commissioning of wall / free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet, required hardware 3 mm thick bakelite sheet provided all along the bus bar and cable tray separating switches compartment and supporting suitable channel duly painted by 2 coat zinc / red oxide primer followed by 2 coats of powder coating in grey or required shade after rising. the panel having PU / Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipments / switch wear. Transport acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra 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) Cost of all MCCB's, rotary handles are not included in the panel cost and shall be paid under separate head. the incommers and outgoing fidders are as per slide attached main electric panel size of 2000 LENGTH x1700 mm HT. x300mm DEPTH total area of both penal. HSR 31.63

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

Supply and Fixing of rotary handle for ON / OFF operation of existing MCCB in the LT panel including fixing the same in position with all labour and material to required to complete the job in all respect.(i) Rotary handle up to 125amp MCCB Rotary handle up to 125amp MCCB. HSR 31.66 (i)

Supply and Fixing of rotary handle for ON / OFF operation of existing MCCB in the LT panel including fixing the same in position with all labour and material to required to complete the job in all respect.(i) Rotary handle up to 125amp MCCB Rotary handle above 125amp MCCB. HSR 31.66 (ii)

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

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 the engineer-in-charge of the work 4 pole MCCB 6 amp to 63 Amp. HSR 31.69 (iv)

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 the engineer-in-charge of the work 4 pole MCCB 100 Amp. HSR 31.69 (v)

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 the engineer-in-charge of the work 4 pole MCCB 200 Amp. HSR 31.69 (vi)

Supply and erection of heavy duty 4 pole ON load changeover load breaker switch comprising of switches 63 Amp. to 400 Amp. suitable for operation on 415 V 50 Hz AC supply complete with handle assembly having door interlock & padlocking arrangement on existing panel / including making necessary connections with petty material required to complete the job 100 Amp. 4 pole ON load. changeover switch. HSR 31.74 (ii)

Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and shealed in existing pipe/Channel and making necessary connection complete in all respect upto the entire satisfaction of the Engineer-in-Charge of the work 2 Pair Telephone Wire HSR HSR 31.78 (i)

Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and shealed in existing pipe/Channel and making necessary connection complete in all respect upto the entire satisfaction of the Engineer-in-Charge of the work 10 pair telephone wire. HSR 31.78 (iii)

Supply & erection of hot dip Galavnized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by manufacturer including cost of foundation accessories etc. the foundation bolts as per manufacturer design should be hot dipped galvanized pole to complete with door locking arrangement. terminal plate consisting of 2 nos 100 A, 4 pole natural links including connection tec. with suitbale connecting arrangement for 2 no. MCBs/ kit kat including cost of RCC 1:1.5:3 for foundation size 0.7m x 0.7m x 1.8m with minimum of 8nos 12mm dia longitudinal MS r/f fods with rings of 8mm dia not more than 200mm CC for the fixing the pole with all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer in Charge of the project 7Mtr. Long pole with top dia 70mm and bottom dia 130mm with base plate of size 220 x 220 x 12mm. HSR 31.68 (i)

Supply & erection of hot dip Galavnized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by manufacturer including cost of foundation accessories etc. the foundation bolts as per manufacturer design should be hot dipped galvanized pole to complete with door locking arrangement. terminal plate consisting of 2 nos 100 A, 4 pole natural links including connection tec. with suitbale connecting arrangement for 2 no. MCBs/ kit kat including cost of RCC 1:1.5:3 for foundation size 0.7m x 0.7m x 1.8m with minimum of 8nos 12mm dia longitudinal MS r/f fods with rings of 8mm dia not more than 200mm CC for the fixing the pole with all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer in Charge of the project 9Mtr. Long pole with top dia 70mm and bottom dia 155mm with base plate of size 275 x 275 x 16mm. HSR 31.68 (iii)

Supply and erection of factory manufactured cable tray made of 2mm track Galvanized perforated sheet steel including erection of the same on wall or ceiling with necessary fixture and all petty materials required to complete the job in all respect upto entire satisfaction of engineer in charge of work(50x150). HSR 31.81 (ii)

Supply and erection of factory manufactured cable tray cover made of 16g. GI sheet complete with fastoner nuts and bolts and in position including all petty materials required to complete the job in all respect upto entire satisfaction of engineer in charge of work(50x150). HSR 31.82 (ii)

Supply, installation, testing and commisioning of 12.5 m long high mast pole etc. HSR 31.83 (i)

S/E /T/C of Cat-6 cable in existing PVC conduit/channel complete in all respect with all labour and material requaired to complete the job in all respect. NS

S/E /T/C of EPBX machine for 64 lines or pot in all respect with all labour and material requaired to complete the job in all respect. NS

S/E /T/C of Telephone socket complete in all respect with all labour and material requaired to complete the job in all respect. NS

S/E /T/C of MS box(300x300mm) complete in all respect with all labour and material requaired to complete the job in all respect. NS

Supply & Erection LED Tubelight (20W) fitting 4'0" long directly on walls including cost of petty material required to complete the job in all respect upto entire satisfaction of the Engineer in Charge of the work. (Make Bajaj, Polycab,)

Supply and Erection of Cirrus LED office lighting solution which offers excellent energy saving and maintenace free operation. Model No. RC365B LED33-6500PSU OD WH (PHILIPS MAKE) including coast of all labour and other petty materails required to complete the job upto entire of satisfaction of engineer in charge.

Supply & Erection of A.C. celing fan size 1400 mm energy saver 5 star rating ISI marked 50 Watt double ball bearing with Al. di caste body, blade etc and complete with canopy. of approved color velocity 5 star to complete the job in all recpect upto the entire satisfaction of Engineer in charhge of work. Make Havells make or equvalent make Crompton, Orient.

Supply & Erection of A.C. celing fan size 1200 mm energy saver 5 star rating ISI marked 50 Watt double ball bearing with Al. di caste body, blade etc and complete with canopy. of approved color velocity 5 star to complete the job in all recpect upto the entire satisfaction of Engineer in charhge of work. Make Havells make or equvalent make Crompton, Orient.

Supply & Erection of Exhaust fan 12" heavy duty 900 rpm complete with shutter (ISI mark) including cost of petty material required to complete the job in all respect. (Make Crompton,Orient Havells or Armonard)

Supply & Erection of Exhaust fan 9" heavy duty 900 rpm complete with shutter (ISI mark) including cost of petty material required to complete the job in all respect. (Make Crompton,Orient Havells or Armonard)

Supply and Erection of LED Flood Luminary 100 watt, 240 volts including cost of all labour and petty materials requred to complete the job etc.( Bajaj Havells. Polycab)

Supply and ercection of Post Top Lantern with elliptical cover SPC 102, 1xSON 70WE (Philips make) including cost of all labour and petty material required to complete the job upto entire satifaction of the engineer in charge of the work.

Providing, supply, fixing & commissioning of 100 KVA 3 Phases SILENT AUTO START DG SET comprising of multinational brand manufacture i.e. KIRLOSKAR, Ashok Leyland, Cummins, KOEL GREEN etc. make water cooled Diesel engine model developing 56 BHP @ 1500 RPM, 50Hz, 0.8 pf, 6 Cylinder and Leroy-Somer make alternator 3 Phase 415 Vt 50 HZ, 0.80Ff, 200KVA with engine controller 230 Ltr. capacity fuel tank, residential silencer, batter with leads, AMF Electric Censored Control Panel (As Per BOM attach) with latest technique both mounted and aligned on a common MS base Frame complete with, AVM pads fitted on base frame, 1 Nos. 12 Volts DC battery with battery leads, 1st fill of Lube Oil and Coolant, all housed in Sound Poof Acoustic Enclosure including installation in Electric Generator Room by providing suitable PCC Foundation, GI Chemical Earthing, Loading-unloading DG Set at Ground Floor, Copper Cable 16 sqmm, GI Strip 25x3mm, Power Cable 3.5 Core x 120 Sqmm Al armed cable and power cable, terminators, changeover of required capacity & phase and earthing connection connecting with main control panel in main building complete in all respect i/c all applicable taxes & freight charges up to Panipat and the proprietorship/ ownership, guarantee & warrantee will be in the name of Executive Engineer, Panipat Water Services Division, Panipat and up to the satisfaction of Engineer-in-Charge or PWD Electrical Engineering wing

Supply, Erection, Testing & Commissioning of Computer outlet points with 3 x 5/6 Amp. 3-Pin modular Socket and 2 x 5/6 Amp. Switch including cost of GI box 8 module with modular base plate etc. ( but without internet point ) with all petty material required to complete the job in all respect. Based on HSR

Supply, Fixing & Erection of Solar Panel for 50KW- 3 Phase with Automatic Control and sensor of reputed Solar Material Manufacturor along with 50KW Battery Bank with CPU and connection with Grid System complete in all respect or up to the satisfaction of the Engineer in Charge of the work.

SATISH KUMAR GUPTA

R K CONSTRUCTION CO.