Construction of Integrated Complex (Observation Home, Special Home, Place of Safety and Children Home) at Village Beed in Hisar District

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, 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 with in a lead of 30 meters. (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 upto 30 meters. (HSR 6.13)(a)

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. Inclination not exceeding 25 degree with horizontal (HSR 9.1) A. First storey

B. Second storey

C. Third storey

Centring and shuttering for faces of walls, Partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. (HSR. 9.5) A. First storey

B. Second storey

C. Third storey

Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels (HSR 9.7) A. First storey

B. Second storey

C. Third storey

Centring and shuutering for columns (square or rectangular or polygonal in plan) HSR 9.9 A. First storey

B. Second storey

C. Third storey

Centring and Shuttering for coulmns (circular or curved in plan ) (HSR 9.10) A. First storey

B. Second storey

Centring and Shuttering for corbel, parapets, fascias and other similar items, including edges (HSR 9.11) A. First storey

B. Second storey

C. Third storey

Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13)

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

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

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

Providing & laying in position machine 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 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, inmprove workability without impiring strength and durablity as per direction of Engineer-in-charge in foundation and plinth. (Note: cement content considered in this item is @ 330 kg/cum) (HSR 10.66)

Providing & laying in position machine 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 laying but exclluding 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 withoute impairing strength and durability as per direction of Engineer-in-charge in first storey upto 4 meters above plinth level. (Note: cement content considered in this item is @ 330 kg./cum) (HSR 10.73) A. First storey

B. Second storey

Third storey

Pre-cast cement concrete 1:1½:3 with stone aggregate 20mm nominal size in Kerbs and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per (HSR 10.77 + 10.95a)

Pre-cast factory manufactured cement concrete 1:11/2:3 with stone aggregate 20mm nominal size in tiles & channels and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per (HSR 10.78 + 10.95a)

Cement concrete 1:11/2:3 with stone aggregate 20 mm 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 + 10.95 (a)

Cement concrete 1:11/2:3 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 centering and shuttering, laid in position complete in all respects. (HSR 10.86+ 10.95 a)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 preparation at 1.65 kg per sqm laid hot and sanded (HSR 10.114)

Cement concrete 1:11/2:3 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 + 10.95a)

Providing and laying 80 mm thick ISI Marked interlocking paver blocks conforming to is 15658 : 2006/ IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159) Note : Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge.

First class brick work laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

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

B. Second storey

C. Third storey

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

11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure (HSR 11.48)(a) A. First storey

B. Second storey

Masonary work using flyash-lime based bricks (IS :23894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102.) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material A. First storey

B. Second storey

C. Third storey

Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and another layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of RCC slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13) A. First storey

B. Second Storey

Third storey/mumty

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

B. Second storey

C. Third storey

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

Bottom khurra on ground 1.2 m x 0.6 m consisting on 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) A. First storey

B. Second storey

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) A. First storey

B. Second storey

C. Third storey

Providing & fixing PVC rainwater pipe 6 kg. pressure of ISI mark in cement mortar during masonary work (b) 150 mm dia PVC pipe 6 kg pressure (Note:- Reputed make PVC pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge (HSR. 13.89) (b). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material A. First storey

B. Second storey

Third storey

Providing and fixing PVC bend ISI mark (b) 150 mm dia PVC bend (Note:- Reputed make PVC bend such as Supreme, Finolex, prince will be used as approved by Engineer-in-charge. (HSR 13.90)(b) Note The Agency to whom the work ia alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

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) A. Ground floor

B. First floor

C. Second floor

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

Precast chequered terrazzo tiles 22 mm thick in cement with marble chips of size and colour as required, laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry mixed with pigment to match the shade of tiles between joints and over the base in floors, treads of steps and landings, including rubbling and polishing (HSR 14.46) A. Ground floor

B. First floor

Kotah stone flooring minimum 25 mm thick in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 ladi and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (HSR 14.62) note: The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material A. Ground floor

B. First floor

Second floor

Extra for noising in treads of steps of kotah stone slab (HSR. 14.65) A. Ground floor

B. First floor

Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining ) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 ladi and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pin etc. (HSR 14.66) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material A. Ground floor

B. First floor

C. Second floor

Parquet flooring 40 mm thick consisting of first class well seasoned shisham wood in standard pattern, laid in flooring consisting of bitumen applied hot at the rate of 4.86 kg. per sqm over 12 mm thick cement sand plaster 1:4 top surface rubbed smooth and wax polished to a fine finish. (HSR 14.70) A. Ground floor

50 mm thick ironite floor consisting of 40 mm thick cement concrete 1:2:4 base and top layer 10 mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chipping 6 mm gauge by volume finished smooth with hard rubbing (HSR 14.74)

Providing and fixing rectified ceramic tiles/ anti skid tiles of size 400x400mm of approved make in floors laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK & SIMPOLO (HSR 14.91) A. Ground floor

B. First floor

Providing & Fixing Ist Quality ceramic glazed wall tiles conforming to IS. 15622 ( thickness to be specified by the manufacturer) 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. (b) size of ceramic glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI ,JOHNSONS, SIMPOLO & ORIENT BELL shall be used as approved by Engineer-in-charge (HSR 14.92) (b) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material A. Ground floor

B. First floor

Plastering on walls 10 mm thick cement plaster 1:3 (HSR 15.2) A. First storey

B. Second storey

C. Third storey

Plastering on walls 12 mm thick cement plaster 1:4 (HSR 15.5) External Plaster A. First storey

B. Second storey

C. Third storey

Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7) B. First storey

C. Second storey

D. Third storey

Plastering on wall 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall 1:6 (HSR 15.12) Internal Plaster A. First storey

B. Second storey

C. Third storey

10 mm thick cement plaster 1:4 under side of ceiling (HSR 15.52) A. Ground floor

B. First floor

C. Second floor

Cement pointing 1:3 deep variety on brick and Tile work (HSR 15.61)

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of with lead, linseed oil, varnish and chalk miti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1) Through Rate

Applyng pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.2) Through Rate

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. (Note:- First quality paint of reputed make firm such as goodlass- Neolac, Berger, Garware, Jenson, Nicholson, Asian & shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge. (HSR 16.3) Through Rate

Applying priming coat with metal primer on new steel or iron work including preparation of surface, painting on mettalic surfaces etc. (Note:- First quality paint/primer of reputed make firm such as goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.9) Through Rate

Painting two coats excuding priming coat with ready mixed paint for metelic surfaces in all shades on new steel or iron work (Note:- First quality paint of reuted make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.17) Through Rate

Providing and Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note:- First quality paint of reputed make firm such as Goodlass-nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.25). Through Rate

Providing and Applying Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.26). Through Rate

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge. (HSR 16.58) Through Rate

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

Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in oresence of Engineer-in-charge.) (HSR 16.79) (b) Through Rate

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. (Note:- Reputed make putty such as JK/Birla shall be used as approved by Engineer-in-charge). (HSR 16.81) Through Rate

Providing and fixing commercial type block board, plain lining, butt jointed, including wooden plugs (teak) placed at 45 cm to 60 cm centers, complete with necessary nails (frame work shall be payable extra) (b) 19 mm thick (HSR 17.49 (b)) A. First storey

B. Second Storey

Supplying and fixing hydraulic door closer, ISI mark, with necessary screws, etc. complete (HSR 17.82) (C.) ISI designation no. III size of door 851 mm to 1000 mm)

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

Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (Non-coniferous timber other than teak, conforming to IS specification no. 1003, Kiln-seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm ide other rails and 100 mm wide other rails with panels of 15 mm thick tongued and grooved of commercial hrd wood and including costof iron hinges, screws, chocks, 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) -(b)- 35 mm thick (HSR 17.90) (b)-Note I under 17.18.

Factory manufactured wire gauze door and window shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (Non-coniferous timber other than teak, conforming to IS 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, chocks, 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) -(i)- 30 mm thick (HSR 17.92) (i)-Note I under 17.18.

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 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):- (Note) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. (Duro, Green) 25 mm. thick (HSR 17.93 (a) (i)- note I under 17.18))

Factory manufactured solid flush door shutters with block board core as per I.S no. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S 2202 part-I anf 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) -(Note) : - Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminatyed core and lipped edges. (Duro, green) 35 mm thick (HSR 17.93) (a) (iii))-Note I under 17.18.

Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills gratting frames, window guards, iron doors openable or fixed staircase or parapet or any other type of railing, gates and tress 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 hocks, 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 thick exceeding 40 sq.m areas. Modi, Saintgobain (HSR 18.30 B)

Pressed steel sheet frames (Chowkhats) consisting of 2 mm thick steel sheet of the specified section including ironlugs (hold fasts) iron hinges, conforming to PWD 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. (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate (Item no. 18.34)(a) A. First storey

b) Door and window frame of size 76 mm 38 mm with 35 mm wide single rebate (Item no. 18.34 b)

Door and window frame of size 127 mm x 50 mm with 40 mm wide double rebate (HSR 18.34) (c)

Preparation of Sub Grade including trenching, rough dressing of soil, final dressing of earth to given levels and camber, watering rolling with road roller, and compacting the bed.(HSR 24.1)

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.(DSR 16.18.1) With G.I. barbed wire

N.S Items Earth filling under floors with tibba sand non plastic under floors with good earth taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc. complete in all respect as per the direction of engineer in charge (For any lead lift) (N.S Items)

Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 4 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura, as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (N.S) (A) Ground floor

B. First floor

Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make skirting/dados, pillars, wall facing, laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 4 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as pidilite(T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS). A. Ground floor

B. First floor

Providing and laying pre polished granite stone 17 mm & above (Colors like:- S-White, Steel Grey, Tan Brown, Marigold, Crystal blue, Rajasthan Black, Copper Silk) in skirting/Dados, resers of steps, pillars, wall facing, 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 grenite including labour for fixing cramps pins and dowels etc. (N.S) A. Ground floor

B. First floor

Providing and laying pre polished granite stone 17 mm & above (Colors like:- S-White, Steel Grey, Tan Brown, Marigold, Crystal blue, Rajasthan Black, Copper Silk) 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 grenite including labour for fixing cramps pins and dowels etc. (N.S) A. Ground floor

B. First floor

Providing Tower bolts with nuts & screws, etc. complete (N.S) Aluminium (Size 250 mm x 12 mm) ISI Marked

Providing Tower bolts with nuts & screws, etc. complete (N.S) Aluminium (Size 150 mm x 12 mm) ISI Marked

Providing sliding bolts with nuts & screws, etc. complete (N.S) ) Aluminium (Size 300 mm x 16 mm)

Providing Sliding bolts with nuts & screws, etc. complete (N.S) Aluminium (Size 250 mm x 16 mm) ISI Marked

Providing Door handles with nuts & screws, etc. complete (N.S) Aluminium (Size 150 mm x 200 mm x 35 mm) ISI Marked

Providing Door handles with nuts & screws, etc. complete (N.S) Aluminium (Size 75 mm x 115 mm x 30 mm) ISI Marked

Providing Butt Hinges with nuts & screws, etc. complete (N.S) Aluminium (Size 100 mm x 31.75 mm x 11 mm) ISI Marked

Laying and fixing Tactile of any size of approved make in floors 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 including cost of all material except tiles.(Tactile shall be supplied by the department) (N.S) A. First storey

B. Second storey

Providing and fixing Aluminium sheet V-Shaped over expansion joint 0.5 mm thick. (N.S)

Providing and laying 200mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013

Water Bound Macadam G-II (53 mm to 22.4 mm gauge): Providing, laying spreading and compacting 75 mm thick (av). Stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicknes,, hand packing, rolling with 3 wheeled steel vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause of MORT &H Specificaiton No. 404. of MORT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects (NS)

Construction of Dry Lean cement concrete (M-10) Sub-Base over a prepared Sub grade with coarse and fine aggregate conforming to IS:3873, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum optimum moisture content to be determined during trial length construction, concrete strength not be less than as per ISI marked provision MPA at 7 days, mixed in the batching plant, transported to site laid with a paver, compacting with 5-10 tonnes vibratory roller, finishing and curing. Unit=cum, taking output=450 cum (990 tonne), taking batch mix plant of 15.20 cum as per MORT&H specification clause - 601 latest edition (N.S.)

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x75 x5 mm spaced 2 m centre-to-centre, 1.8m high, 1.1 m below g As per MoRT&H Specification Clause 810. (NS)

PUBLIC HEALTH WORKS Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done along with the alignment including trimming & 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, watching, fencing etc. and outside the town in ordinary soil:- (HSR 6.8(a) Without timbering and shoring upto 1.50 mts

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 accordingly to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushed etc. night signals, profiles, pegs, sight rails, boning ends, crossing over trenches for access to the houses, watching fencing etc. fixing and maintence 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 ordinary soil: (a) For depths of excavation not exceeding 3 meters below ground level. (HSR 6.10 (a)

Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter(HSR 26.10 (b) (i)

Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. (HSR 28.22) 40mm I/d

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

b) 22.86 cm thickness of walls

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. (HSR 28.47 (a) Upto 200mm I/d

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR 28.50) (a) Top layer: - Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source

(b) Second layer :- coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry)

(c) Third layer: - Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry)

(d) Fourth layer: - Bajri (coarsed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)

(e) Bottom layer:- Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters 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 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm 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) a) Size 450mm x450mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping

C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge (HSR 29.95 (i) 100 mm i/d

ii) 150 mm i/d

PROVIDING AND FIXING IN POSITOIN BEST INDIAN MAKE (to the approval of the Engineer-in-charge). INDIAN TYPE ORISSA OR ORYA WATER CLOSET SUITE for Sinking into floor, with raised foot treads COMPLETE WITH 100 MM H.C.I, ‘P’ TRAP with or without vent as required and all OTHER NECESSARY FITTINGS as fully described in item no.30.1 above (HSR 30.2) (i) white 580mm

Providing and fixing in position best Indian make European type water closet suite with concealed 'P or 'S trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fitting as fully described in item no. 30.3 above. (HSR 30.6 (i) White

Providing and fixing 15 liters capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. (HSR 30.12 (i) White

Providing and fixing best indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (HSR 30.13) (i) white plastic seat (solid)

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

Providing and fixing in position best indian make a range of two squatting urinals in vitreous chinaware with one no. 5 litres capacity G.I. automatic flushing cistern with fittings and flush pipe (HSR 30.34(i) White

Providing and fixing in position best indian make (ordinary) lavatory suites consisting of :- Lavatory in vitreous chinaware size as given below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary. White. R.S or C.I brackets for building into wall including painting; 32 mm C.P brass waste with C.P brass chain and rubber plug; 15 mm C.P brass screw down pillar tap with jamnuts or couplings best design (as approved by the Engineer-in-charge); All fittings best Indian make and; to the approval of the Engineer-in-charge; All brass work chromium plated and complete in all respects including cutting and making good the walls floors and painting of fitting etc.. (HSR 30.41) 550mmx400mm with one no. tap

Providing & fixing in position best Indian make white lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item no. 30.41 above (HSR 30.42) (iii) Size 610 mm x 510 mm with one no. tap.

Providing and fixing in position 32mm 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 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. (HSR 30.68)a) 25mm dia C.P brass adjustable. (ii) 600mm long.

Providing and fixing in position glass shelf fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. (HSR 30.69) c) Vitreous chinaware shelf 560mm long i) white.

Providing and fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug 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. (HSR 30.71 (a) Indian make (I) 600mmx450mm

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

(c) Bib cock

Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) (HSR 30.76) a) 15mm stop cock i) Stop cock male and female end.

ii) Concealed stop cock with flange

Providing and fixing in position best indian make flexible tube connection. (HSR 30.82) b) C.P brass i) 15mmx300mm.

Providing and fixing in position H.C.I soil waste vent or antisyphonage pipes to I.S.I specification 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. (HSR 30.84) 100mm internal diameter

75mm internal diameter

Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of E.L.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87) 100mm internal diameter (1.13kg)

75mm internal diameter (0.91kg)

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 deign for fixing C.I soil waste vent or anti pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. (HSR 30.88) For 100 mm internal diameter pipes

Providing and fixing HCI floor traps ISI 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 150 mm with a minimum seal of 50mm. (HSR 30.89) b) With 75mm I/d outlet.

Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.91) (a) 100mm i/d pipes (xiii) Bend with door

(xxii) Collars

(xxiv) c) WC connection 300mm long

(b) 75mm (xiii) Bend with door

(xiv) Bend Plain

xviii) collars

Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150mm x 150mm cast iron cover weighing approximately 7.26kg and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundation, and cement concrete 1:2:4 in coping around C.I cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I work as per standard design, minimim depth of water should be 150mm with a minimum seal 50mm. (HSR 30.114) a) 100mm internal diameter S.W gully trap.

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 Iin position, making connections with inlet and outlet pipes, providing overflow and 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 to the Engineer. (HSR 30.119) 1000 Ltr. Cap.

Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. (DSR 18.10) 15mm I/d

Providing and fixing GI Union in GI pipe including cutting and threading the pipe and making long screws etc. complete (new work) (DSR 18.46). 15mm I/d

Providing and fxing gun metal gate valve with C.I. wheel of approved quality (Screwed end) (DSR 18.17) 20mm I/d

Providing & fixing G.I Pipes complete with G.I fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting and making good the wall: (DSR 18.11) (i) 15 mm internal diametre of pipeline

(ii) 20 mm internal diametre of pipeline

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (DSR-23.4.3 (200mm nominal size dia)

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 polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786 (NS)

Deepak Kumar Contractor

SH. PREM SINGH GOVT. CONTRACTOR