Construction of New Police Station Building, Matera Tahseel Nanpara in District-Bahraich (Vidhan Sabha-Matera)

Amount

(A) MAIN / ADMINISTRATIVE BUILDINGS- Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Under footing, Outer plinth beam, 15 mm thick wall, Handicaped toilet, ladies toilet, Gents toilet, Toilet, Sampark reception, DWF, WC-WC. Draft wall Verandah, Etn. Step and Ramp etc. As per detailed drawing.

Same as above Item No. 1 Filling of carted earth available earth 30% of item no. 1, Under floor, Office, Malkhana, Female lock up, Toilet, Male lock up, Toilet. Staff room. Handicaped toilet, Ladies toilet, Gents Toilet, Toilet passage. S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception, Lobby, Double Height ent. lobby (area), Under stair, Corridor and Verandah etc. As per detailed drawing.

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. Base concrete (1:4:8) under footing, FT1, FT2, FT3, FT4, FT5, FT6, FT7, FT8, CFT1, CFT2, CFT3, CFT4, Outer plinth beam, PB2, PB3, PB4, PB5, PB6, 115mm thick wall, Handicaped toilet, Ladies toilet, Gents toilet, Toilet, Sampark reception, DWF, WC-WC, Draft wall Verandah, Etn. Step, Ramp, Under floor, Office, Malkhana, Female lock up, Toilet, Male lock up, Toilet. Staff room. Handicaped toilet, Ladies toilet, Gents Toilet, Toilet passage. S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception, Lobby, Double Height ent. lobby (area), Under stair, Corridor, Verandah, Portico, Under Apron and Apron etc. As per detailed drawing.

Sand filling under floor, Under floor, Office, Malkhana, Female lock up, Toilet, Male lock up, Toilet. Staff room. Handicaped toilet, Ladies toilet, Gents Toilet, Toilet passage. S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception, Lobby, Double Height ent. lobby (area), Under stair, Corridor and Verandah etc. As per detailed drawing.

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) Anti termite treatment As per detailed drawing.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Strength of the concrete shall not beless than M- 200. Groun floor, Plinth band, 115 mm thick wall Handicaped toilet, Ladies toilet, gents toilet, toilet, Sampank reception, DWF, WC-WC, Draft wall Verandah, Lintel band, D, D1, D2, D3, D4, D6, SD, LD, W, W1, W2, W3, W4, V, V1 and V2 As per detailed drawing.

Same as above Item No. 6.1 First floor, Lintel band, D, D1, D3, D4, D6, W, W1, W2, W3, W4 and V As per detailed drawing.

Same as above Item No. 6.1 Second floor, Lintel band, D, D1, D2, D3, D4, D5, W, W1, W2, W3, W4 and V As per detailed drawing.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Strength of the concrete shall not beless than M- 200. Ground floor, Slab, S-1, S-2, S-3, S-4, S-5, S-6, S-7, S-8, Office, Malkhana, Female lock up, Toilet, Male lock up, Toilet. Staff room. Handicaped toilet, Ladies toilet, Gents Toilet, Toilet passage. S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception/WC, Corridor, Front stair, Projection area at slab level, Portico, Stair, Flight, Landing, Plateforms, Office, Malkhana, Ladies toilet, Gents toilet, Drinking water, DWF, Toilet, Prejection, W, W1, V-V, W4, W3, V, W3-W3, W2-V As per detailed drawing.

Same as above Item No. 7.1 First floor, Slab S-1, S-2, S-3, S-4, S-4, S-5, S-6, S-7, S-8, Dial 100 / Control room/Computer server/Malkhana/Cooridor, Malkhana/corridor/Outer slab/Uopn stair/Survilance room, Survillance room, Female toilet, Male toilet, Toilet passage, S.I. Room/Outer slab/Corridor, S.O. room/Toilet/Corridor. S.O. romm/Toilet/Corridor/Ladies real room, Ladies rest room/Dormitory/Toilet/Meeting room, Corrdor. Front stair, Double height, Ent. lobby (Area), Projection area at slab level, Stair, Flight landing, Ladies toilet, Gents Toilet, Ladies rest room/Dormitory, Projection W, W1, W4-V, V-V, W4, W3 and V As per detailed drawing.

Same as above Item No. 7.1 Second floor Slab Dinning hall/Kitchen/Store, Barrack-1/Barrack-2/Barrack-3, Toilet, S.I. room-1, Toilet, S.O. room-2/H.C. room, Fornt stari, Lobby (Area), Balcony area, Mumty, Stair, Flight landing, Plateforms, Kichen, Toilet, Projection, W, W2, W1, W3-V, V-V, W3-W3, V, W4-W1, D5 As per detailed drawing.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Strength of the concrete shall not beless than M- 200. Ground floor, Plinth Beam, PB1, PB2, PB3, PB4, PB5, PB6, Duct, B1, B2, B3, B4, B5, B6, B7, B8, B9, B10, B11 and Duct As per detailed drawing.

Same as above Item No. 8.1 First floor Beams B1, B2, B3, B4, B5, B6, B7, B8, B9, B11, B12, B-13, B-14 and Duct As per detailed drawing.

Same as above Item No. 8.2 Second floor Beams B1, B2, B3, B4, B5, B6, B7, B8, B9, B11, B12, B-13, B-14, Duct, Mumty beam, B2, B3, B4, B5, CB1 As per detailed drawing.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Strength of the concrete shall not beless than M- 200. FT1, FT2, FT3, FT4, FT5, FT6, FT7, FT8, CFT1, CFT2, CFT3 and CFT4 As per detailed drawing.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Strength of the concrete shall not beless than M- 200. Ground floor upto plinth, C1, C2, C3, C4, C5, C6, C7, C8, C9, Plinth to slab level C1, C2, C3, C4, C5, C6, C7, C8 and C9 As per detailed drawing.

Same as above Item No. 10 First floor C2, C3, C4, C5, C6, C7, C8, C9 As per detailed drawing.

Same as above Item No. 10 Second floor C2, C3, C4, C5, C6, C7, C8, C9, Mumty column C4 As per detailed drawing.

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. Bitumen painting on D.P.C., Office, Malkhana, Female lockup, Male lockup, Stair wall, Staff room, Handicaped toilet, Ladies toilet, Gents toilet, S.I. room, S.O. room, Interrogation room, Lobby, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/Ent. lobby, Corridor, Duct, Office, Female lockup, Male lockup, Staff room, Handicaped toilet ladies, Gents toilet, Toilet, Interrogation room, Sampark/Reception, WC, DWF, Duct. As per detailed drawing.

M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. PB2, PB3, PB4, PB5, PB6, 115 mm thick wall, Handicaped toilet, Gents toilet, Toilet, Sampark reception, DWF, WC-WC, Drawf wall, Verandah, Ent. Step and Ramp As per detailed drawing.

Same as above Item No. 12 B/W in superstructure (230mm) Ground floor, Office, Malkhana, Female lockup, Male lockup, Sair wall, Staff room, Handicaped Toilet, Ladies toilet, Gents toilet, S.i. room, S.O. Room, Interrogation room, Lobby, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/Ent. lobby, Corridor, Duct, Deduction D, D1, D2, LD, W, W1, W2, W3, W4, V, V1 and V2 As per detailed drawing.

Same as above Item No. 12 First floor, Dial 100 / Control room/Computer server/Malkhana/Stair wall/Survilance room, Toilet passage, Ladies toilet, Gents Toilet, S.I. room S.O. room/Toilet/Ladies real room, Ladies rest room/Dormitory/Toilet/Meeting room, Corridor and Duct As per detailed drawing.

Same as above Item No. 12 Second floor, Dinning hall, Kitchen, Store, Barrack-1, Barrack-2, Barrack-3, Toilet, OTS, Stair wall S.O. Room-2, HC room, Reception, Ent. Lobby, Duct, Mumty, Parapet and Mumty Parapet. As per detailed drawing.

Class M-150 Brick work B/W in superstructure (115mm) Ground floor, Office, Malkhana, Female lockup, Male lockup, Staff room, Handicaped Toilet, Ladies toilet, Gents toilet, Interrogation room, Sampark /Reception, W.C., DWF, Duct, Stair step, Parapet and Corridor parapet As per detailed drawing.

Same as above Item No. 14.1 First floor, Survillance room, Ladies toilet, Gents Toilet, Water cooler, S.O. room, Ladies rest room/Dormitory, Duct, Stair step and parapet As per detailed drawing.

Same as above Item No. 14.1 Second Floor Store, Barrack-1, Barrack-2, Barrack-3, Toilet, S.O. room-2, Duct and Stair step As per detailed drawing.

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Ground floor, Lintel, Slab, Beam, Footing, Column As per detailed drawing.

Same as above Item No. 15.1 First floor, Lintel, Slab, Beam, Footing, Column As per detailed drawing.

Same as above Item No. 15.1 Second floor, Lintel, Slab, Beam, Footing, Column As per detailed drawing.

15 mm cement plaster on rough side of single or half brick wall of mix of 1:4 cement & coarse sand of 2.25 F.M, Outer plaster, Outer, Inner Plaster, Office, Malkhana, Female lockup, Toilet, Male lockup, Toilet, Staff room, Handicaped toilet, Ladies toilet, WC,Gents toilet, WC, Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Interrogation room, Day officers/Visitor/Complaint room, Toilet passage, WC, Sampark /Reception, lobby, Stair wall and corridor As per detailed drawing.

12 mm cement plaster 1:6 cement coarse sand on rough side of single or half brick wall of mix: (Interior surface) Groun floor, Office, Malkhana, Female lockup, Toilet, Male lockup, Toilet, Staff room, Handicaped Toilet, Ladies toilet, WC, Gents toilet, WC, Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Interrogation room, Day officers/Visitor/Complaint room, Toilet passage, WC, Sampark /Reception, lobby, Stair wall and corridor As per detailed drawing.

Same as above Item No. 17.1 First floor, Dial 100 / Control room/Computer server/Malkhana/Survilance room, ladies toilet, WC, Gents Toilet, WC and Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room, Stair wall and Corridor As per detailed drawing.

Same as above Item No. 17.1 Second floor Dinning hall/Kitchen/Store, Barrack-1/Barrack-2/Barrack-3, Toilet, W.C., Bath. Duct, S.I. room-1, Toilet, OTS. S.O. room-2/H.C. room, Recreation room Passage, Lobby and Mumty As per detailed drawing.

12mm cement plaster 1:6 cement coarse sand in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. (Outer side) Ground floor Outer, Offset, Parapet and Corridor Parapet. As per detailed drawing.

Same as above Item No. 18.1 First floor Outer, Offset, Parapet As per detailed drawing.

Same as above Item No. 18.1 Second floor Outer, Mumty, Parapet and Mumty parapet As per detailed drawing.

Cutting groove in plaster 1 cm wide & 1 cm deep by using special tools including supply of all tools and plants complete. Ground floor Office, Malkhana, Female lockup, Toilet, Male lockup, Toilet Staff room, Handicaped Toilet, Ladies Toilet, WC, Gents Toilet, WC,Toilet duct, Toilet passage, S.I. room, S.O. room, Toilet, Interrogation room, Day officer/visitor/complaint room, Toilet passage, WC, Sampark/reception, Lobby, Stair wall and Corridor. First floor Dial 100 / Control room/Computer /server room/Malkhana/Survillance room, Female toilet, W.C,., Gents toilet, WC, Toilet Duct, Toilet passage, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room, Stair wall, Corridor. Second floor, Dinning hall, Kitchen, Store, Barrack-1, Barrack-2, Barrack-3, Toilet, W.C. Bath, Duct, S.I. Room-1, Toilet, OTS, S.O. Room-2, HC room, Recreation room, Passage, Lobby As per detailed drawing.

Providing and applying white cement based putty of average thikness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per DSR No. 13.80 Outer side Ground floor

Providing and applying white cement based putty of average thikness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per DSR No. 13.80 Outer side Ist floor and second floor

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor) with trimixing machine & mixing hardening compound 40mm thick Groun floor Office, Malkhana, Female lockup, Male lockup, Staff room, S.I. room, S.O. room, Interrogation room, Day officer /visitor /Complaint room, Toilet passage, Toilet duct, Sampark / Reception lobby, Corridor, Front stair, Under stair, portico, stair step, Landing, Double HT entrance lobby, Verandah and Ent step As per detailed drawing.

Same as above Item No. 21.1 First floor Dial 100 / Control room/Computer /server room/Malkhana/Survillance room, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room,Toilet passage, Toilet duct, Corridor, Front stair, Stair step and Landing As per detailed drawing.

Same as above Item No. 21.2 Second floor Slab Dinning hall/Kitchen/Store, Barrack-1/Barrack-2/Barrack-3, Toilet, S.I. room-1, Toilet, S.O. room-2/H.C. room, Recreation room, Toilet passage, Front stair, lobby step, Landing, balcony Area As per detailed drawing.

2 cm (3/4") thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in panels finished with 3mm (1/8") floating coat of neat cement or cement and ,arble dust in ratio of 5:1 including supply of all materials labour and T&P etc required for proper completion of the work. Ground floor Office, Malkhana, Female lockup, Male lockup, Staff room, S.I. room, S.O. room, Interrogation room, Day officer /Visit / Complaint room/ Toilet passage, Sampark / Reception, Lobby, Under stair, Corridor, Toilet passage, Toilet duct, Stair As per detailed drawing.

Same as above Item No. 22.1 First floor Dial 100 / Control room/Computer /server room/Malkhana/Survillance room, S.I. room, S.O. room, Toilet, Ladies rest room / Dormitory, Meeting room,Toilet duct, Toilet passage and Corrdor. As per detailed drawing.

Same as above Item No. 22 Second floor Dinning hall Kitchen Store Barrack-1 Barrack-2, Barrack-3 S.I. room, S.O. room HC room Recreation room Toilet duct, OTS, Passage, Lobby and Balcony As per detailed drawing.

Providing and fixing 18 mm thick Granite Stone work gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including bbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. Ground floor Double height ent. Lobby (Area), Verandah, Ent. Step, Skirting, Double Height Ent. Lobby, S.F., Kitchen As per detailed drawing.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with igment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick Ground floor Plateforms Office, Malkhana, Ladies Toilet, Gents toilet, Drinking water, DWF, Toilet As per detailed drawing.

Same as above Item No. 24.1 First floor Plateforms Office, Malkhana, Ladies Toilet, Gents toilet. As per detailed drawing.

Same as above Item No. 24.1 Second floor Plateforms Toilet. As per detailed drawing.

Providing and fixing 1st quality vitrified tiles Glazed 10 mm Vitrified Tiles (G.V.T.) conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of size 4 x4 fit as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Ground floor Floor tiles Toilet, Handicaped Toilet, Ladies Toilet, WC, Gents Toilet, WC, Toilet, WC . As per detailed drawing.

Same as above Item No. 25.1 First floor Floor tiles Ladies toilet, Gents toilet, Toilet, Wall tiles, Ladies toilet, WC, Gents Toilet, WC, Toilet. As per detailed drawing.

Same as above Item No. 25.1 Second floor Floor Tiles Toilet Wall tiles Toilet WC, Bath, Toilet. As per detailed drawing.

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). CC flooring Apron. As per detailed drawing.

Providing and fixing ISI Century wood make top quality marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35mm thick flush doors Single Leaf G.F. D2, D3, D4, D6, SD, F.F. D1, D3, D4, D6, S.F. D2, D3, D4, D5. As per detailed drawing.

Same as above Item No. 27 Double leaf G.F. D, D1, F.F. D, S.F. D, D1. As per detailed drawing.

M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. Providing & fabricated of hold fast for chaukhats of doors and windows. D/W Hold fast Doors, Windows, Ventilators.

Same as above Item No. 28.1 M.S. Grill G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, Lock up door, Staircase railing, F.F. D, D1, D3, W, W1, W2, W3, W4, V, Staircase railing and M.S. Truss

Same as above Item No. 28.1 IST marked heavy quality windows openable inside with SS mosquito wire mesh fixed ouside good quality Z-section windows G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, F.F. D, D1, D3, W, W1, W2, W3, W4, V, S.F. D, D1, D2, W, W1, W2, W3, W4, V,

Same as above Item No. 28.1 Angle iron door Chaukhats (40x40x5mm) Ground floor D, D1, D2, D3, D4, D6, SD, First floor D1, D3, D4, D6, Second floor D, D1, D2, D3, D4 and D5

Fixing of Door, windows/ventilators chaukhats in position. D/W/V Chaukhats Doors

Same as above Item No. 29.1 Windows

Same as above Item No. 29.1 Ventilators

Providing and fixing ISI marked century flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws S.F. Ladies rest room / Dormitory. As per detailed drawing.

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 2nd class teak wood beading 62X19 mm Mosquito jall for windows G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, F.F. D, D1, D3, W, W1, W2, W3, W4, V, S.F. D, D1, D2, W, W1, W2, W3, W4, V, . As per detailed drawing.

Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar roppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) (Inner walls) Ground floor (Same as inside plaster). As per detailed drawing.

Same as above Item No. 32.1 First floor (Same as inside plaster). As per detailed drawing.

Same as above Item No. 32.1 Second floor (Same as inside plaster). As per detailed drawing.

Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. Painting of exterior surface with acrylic paint Ground floor (Same as outer plaster). As per detailed drawing.

Same as above Item No. 33.1 First floor (Same as outer plaster). As per detailed drawing.

Same as above Item No. 33.1 Second floor (Same as outer plaster). As per detailed drawing.

Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. Door Stopper

Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm Sliding bolt 250x16mm

Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.(a) 250 x 10mm Tower bolt 250x10mm

Same as above Item No. 36.1 200x10mm

Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm Handle (125mm) (a) 125mm

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brickbats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above Office/Malkhana/Female lockup/Toilet/Corridor/Male lockup/Toilet/Corridor/Staff room, Handecaped toilet/Female toilet /Male toilet/Toilet passage, S.I. room/Corrigdor, S.O. room/Interrogation room / Lobby/Day officer / Visitor/Complaint room /Sampark / Reception / W.C., Corridor, Front stair, Projection area at slab level, Protico, Double height ent lobby (Area) Mumty. As per detailed drawing.

Painting or varnishing new work in small areas or new wood work with one coat (up to one sqm.) of ready mixed priming paints and one coat of approved supperior quality ready mixed paint or varnish including supply of material, labour & tools and plants etc. required for proper completion of the work. paint to be used confirm the I.S.I. No.1950. G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, F.F. D, D1, D3, W, W1, W2, W3, W4, V, S.F. D, D1, D2, W, W1, W2, W3, W4, V, Door Chaukhats G.F. D, D1, D2, D3, D4, D6, SD F.F. D, D1, D3, D4, D6 S.F. D, D1, D2, D3, D4 and D5. As per detailed drawing.

Same as in item No. 39 Painting on wood Flush doors G.F. D, D1, D2, D3, D4, D6, SD F.F. D, D1, D3, D4, D6 S.F. D, D1, D2, D3, D4 and D5. As per detailed drawing.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes G.F. D, D1, D2, D3, W, W1, W2, W3, W4, V, V1, V2, F.F. D, D1, D3, W, W1, W2, W3, W4, V, S.F. D, D1, D2, W, W1, W2, W3, W4, V. As per detailed drawing.

Providing & fixing glass strips in joints of terrazo/ cement concrete floors 37 mm wide and 3.15mm thick. As per detailed drawing.

Construction of drain alongwith apron. As per detailed drawing.

Providing & laying of light coal filling under floor of toilets & other sunken roofs. F.F. Floor Ladies toilet, Gents toilet and Toilet, S.F. Toilet. As per detailed drawing.

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Floor Ladies toilet, Gents toilet and Toilet, Sunken area Ladies toilet, WC, Gents toilet, WC, Toilet, S.F. Floor Toilet, Sunken Area Toilet, WC, Bath, Toilet. As per detailed drawing.

P/F of Polycarbonate sheet on truss for Sky light opening. As per detailed drawing.

(B) INTERNAL PLUMBING WORKS (MAIN BUILDING) : Providing and fixing white vitreous china pedstal type water closet (European type W.C. pan) with seat and lid, 10 Ihre low level white P.V.C. flushing cistern, Including flush pipe, with manually controlled device (handie lever), conforming to IS: 7231, with al fitings and fixtures complete, including cuting and making good the3 walls and floors wherever required. W.C. pan with ISI marked white solld plastic seat and id

Providing and fixing water closet squating pan (indian type W.C. pan ) with 100 mm ISI marked P or S trap, 10 litre low level white P.V.C. flusFing cistem, including flush pipe, with manually controlled device (handie lever) conforming to IS : 7231, with al fttings and fxtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and ld

Providing and fixing health faucet with 8mm ida, 1,2 meter long flexible tube and wall hook

Providing and fixing white vitrecus china lat back half stal urinal of size 5B0x380x350 mm with white PVC automatic fushing cistem, with fittings, standard size CP. brass flush pipe, spreaders with unions and clamps (al in C.P. bress) with waste fitting as per IS: 2656, C.I. trap with outlet grating and other cauplings in C.P. brass, Including painting of fitting and cutting and making good the walls and floors wherever required. Range of two half stall uninals with 5 litre P.V.C. automatic flushing cistem

Providing and fixing wash basin with C.I. bracketa, 15 mm C.P. brass pilar taps, 32 mm C.P. brass weste of standard partem, including painting of feings and brackets, cutling and making good the wals wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pilar lap

Providing and fixing miror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thíck hard board backing. Rectangular shape 1500x450 mm

Providing and fiking CP Brass 32mm size Botie Trap of approved quality a make and as per the direction of Engineerin-charge

Providing and fixing IST marked Stainless Steel A ISI 304 (10/6) kitchen sink as per IS:13983 with CI. brackets and stainlesa steel plug 40 mm, including painting of fitings and brackets, cuting and making good the walls wherever required: Kitchen sink with drain board, 510x1040 mm bowl depth 225 mm

Providing and fixing toilet paper holder ISI marked C.P. Brass

Providing and faing Single Towel Ral 600mm long IST marked stainless steel

Providing and fixing Over Head Shower Rose 180mm dia round shape single flow (ABS Body Chrome Plated with Grey Face Plate) with Rubit cleaning system

Providing and fixing soap dish holder

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast Iron/cast iron (spun) pipe embedded in and includinga cement concrete blocks 13 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), Including cost of cutting holes and making good the walls etc.: For 100 mm dia pipe

Same as above Item No. 58 For 75 mm dia pipe

Same as above Item No. 58 For 150 mm dia pipe

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15906

Same as above Item No. 60 75 mm dia pipes Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

Same as above Item No. 60 150 mm dia pipes Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

Providing and fxing shielded coupling for Hubless centrifugally cast iron pipe 100mm dia SS 304 grade coupling with EPOM rubber gasket

Same as above Item No. 61 75mm dia SS 304 grade coupling with EPDM rubber gasket

Same as above Item No. 61 150mm dia 34 SS 304 grade couping with EPDM rubber gasket

Providing and fixing terminal guard: 100mm dia. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Same as above Item No. 62 75mm dia Sand cast iron S&S as per IS 3989

Providing and fixing single equal plain junction of required degree with access 18 door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm Sand cast iron S&S as per IS- 3989

Same as above Item No. 63 75x75x75mm Tmet imn SAS as per IS- 3989

Providing and fixing single equal plain junction of required degree : 100x100x100 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Same as above Item No. 64 75x75x75mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing plain bend of required degree 100 mm dia Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Same as above Item No. 65 75 mm dia Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing bend of required degree wth access door, insertion rubber washer 3 mm tthict, bolts and nuts complete 100 mm dia Hubless centrifugely cast (span) iron ppes epoxy coated inside & outside IS:15905

Same as above Item No. 66 75 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as per IS:15905

Providing and fxng trap of set alearsng design with sorewed dewn or hinged 22 grating with or without vert arm complete, including cost of cutting and making good the wals and foors: 100 mm inlet and 100 mm Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside as per IS:15905

Providing and fxing P.V.C. waste pipe for sink or wash basin inciuding P.V.C. waste fitting complete Semi rigid pipe 32 mm dia

Same as above Item No. 68 Flaxible 32 mm dia

WATER SUPPLY Providing and fixing Chiorinated Polyvinyl Chiaride (CPVC) pipes, having 1OMD Bupnpuj Addne ewi pros joy oy Ages ea threaded fittings, including fixing the pipe with damps at 1.00mapacing. This Pue juauao ajos pAdo das eue uum sdu y sadd jo Suyol saprou lesting of jonts complete as per cirection ef Engineer in Charge. 15 mm nomiral outer da Pipes

Same as above Item No. 69 20 mm nomiral outer dia Pipes

Same as above Item No. 69 25 mm nomiral outer dia Pipes

Same as above Item No. 69 32 mm nomiral outer dia Pipes

Same as above Item No. 69 40 mm nomiral outer dia Pipes

Same as above Item No. 69 50 mm nomiral outer dia Pipes

Providing and fixing Chlorinated Polyvinyi Chloride (CPVC) pipes, having thermal stabilty for hot & cold water supply, including all CPVC plain & brass threaded fittings, le fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, Including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes

Same as above Item No. 70 20 mm nominal outer dia Pipes

Same as above Item No. 70 25 mm nominal outer dia Pipes

Making connection of G.I. Giatribution branch with G.I. main of following sizes 3 by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore

Same as above Item No. 71 50 to 80 mm nominal bore

Providing and fIxing gun metal gate valve with C.I. wheel of approved quality (pue pamaos) 25 mm nominal bore

Same as above Item No. 72 32 mm nominal bore

Same as above Item No. 72 40 mm nominal bore

Same as above Item No. 72 50 mm nominal bore

Providing and fixing ball value (brass of approved quality high or low pressure with plastic floats complete 15 mm nominal bore

Same as above Item No. 73 20mm nominal bore

Same as above Item No. 73 25mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming IS:8931:15 mm nominal bore

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:15 mm nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions 45 cmm length 15 mm nominal bore

C- EXTERNAL PLUMBING (MAIN BUILDING) :- Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m up to 1.50 m depth Pipes 80 mm to 300 mm diameter

Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter

Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes

Same as above Item No. 79 250 mm. dia. RCC Pipes

Same as above Item No. 79 300 mm. dia. RCC Pipes

Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. RCC Pipes

Same as above Item No. 80 250 mm. dia. RCC Pipes

Same as above Item No. 80 300 mm. dia. RCC Pipes

Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RĆC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75

Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth. As per detailed drawing.

Same as above Item No. 83 In all kind of soil upto 1.5m to 3.0m. Depth As per detailed drawing.

Same as above Item No. 83 In all kind of soil upto 3.0m to 4.5m. depth. As per detailed drawing.

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. As per detailed drawing.

Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand). As per detailed drawing.

Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. As per detailed drawing.

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Qty same as slab

12mm cement plaster on rough side of mix 1:6 (1 cement : 6 coarse sand) As per detailed drawing.

Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.

Providing and fixing C.I. tee at the inlet and outlet of septic tank.

Providing & fixing 75mm dia vent pipes.

Providing & fixing of 75mm dia cast iron terminal guard.

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter

M.D. -2.5- Circular shape 450mm internal diameter

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks

EXTERNAL WATER SUPPLY WORKS Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 40 mm nominal outer dia Pipes

Same as above Item No. 95 50 mm nominal inner dia Pipes

Same as above Item No. 95 65 mm nominal inner dia Pipes

Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 40 mm nominal bore

Same as above Item No. 96 50 mm nominal bore

Same as above Item No. 96 65 mm nominal bore

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class II 1.

D- MAHILA SAMMAN KAKSHA : Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. As per detailed drawing.

Filling of carted earth Available earth 30% of Item No. 1 Under floor Change Toilet Bed room Ver.. As per detailed drawing.

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. Under footing FT1 Section 1-1 Ver Section 2-2 Toilet Section 3-3 Change room Toilet Bed room Bed room Change room Bed room Toilet Under Floor Change Toilet Bed room Ver. Under Apron Apron. As per detailed drawing.

Sand filling in plinth under floor including watering,ramming, consolidating and dressing copmlete icluding lead up to 50 m and lift up to 1.5 m and including cost of sand. under floor Under floor Change Toilet Bed room Ver. As per detailed drawing.

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution). As per detailed drawing.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. MAHILA SAMMAN KAKSH As per detailed drawing.

R.C.C. work in slab Ground floor Slab Change / Toilet / Bed Room / Ver. Projection V1 W1. As per detailed drawing.

R.C.C. work in beams Ground floor Plinth beam Beam B1 B2. As per detailed drawing.

R.C.C. work in Raft foundation FT1. As per detailed drawing.

R.C.C. column Ground floor G.F. C1. As per detailed drawing.

M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. T-1 Ver. Section 2-2 Toilet Section 3-3 Change room Toilet Bed room Bed room Change room Bed room Toilet. As per detailed drawing.

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. Toilet Bed room Toilet. As per detailed drawing.

Same as in item No. 11 above but in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) Ground floor change Toilet Bed room. As per detailed drawing.

Same as in item no. 13 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.Ground floor Toilet Parapet. As per detailed drawing.

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Ground floor Lintel Slab Beam Footing and Column

15 mm cement plaster on rough side of single or half brick wall of mix of 1:4 cement & coarse sand of 2.25 F.M. Outer plaster Outer Inner plaster Change Toilet Bed room and Ver.. As per detailed drawing.

12 mm cement plaster on rough side of single or half brick wall of mix: (interior surface) Ground floor Change Toilet Bed room and Ver.. As per detailed drawing.

112mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. (outer side) Groun floor Outer Parapetv

Cutting groove in plaster 1 cm wide & 1 cm deep by using special tools including supply of all tools and plants complete. Ground floor Change Toilet Bed room and Ver.

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). Ground floor Bed room Change Ver. As per detailed drawing.

2 cm (3/4") thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in panels finished with 3mm (1/8") floating coat of neat cement or cement and ,arble dust in ratio of 5:1 including supply of all materials labour and T&P etc required for proper completion of the workGround floor Bed room and Ver.. As per detailed drawing.

Supply and fixing 6 mm (1/4") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). First floor Floor Tiles Toilet Wall Tiles Toilet . As per detailed drawing.

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). C.C. flooring Apron. As per detailed drawing.

Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters flush doors Single leaf D1 D2 D3. (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws single leaf As per detailed drawing.

M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. Providing & fabricated of hold fast for chaukhats of doors and windows. Hold fast Doors Windows Ventilators

Providing & fabricated of door / windows grill. W V1

Z-Section steel windows (openable) Z-section windows

Angle Iron door chaukhats (40x40x5 mm) D1 D2 D3

Fixing D/W/V chaukhats Doors

Same as above Item No. 122 Windows

Same as above Item No. 122 Ventilators

Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) Ground floor (Same as inside plaster). As per detailed drawing.

Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. Ground floor (Same as outer plaster). As per detailed drawing.

Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.

Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .

Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 250 x 10mm

Same as above Item No. 127 200 x 10mm

Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above treatment Change / Toilet / Bed room / Ver. As per detailed drawing.

Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. Grills W V1 Door Chaukhats D1 D2 D3. As per detailed drawing.

Painting on wood Flush doors D1 D2 D3. As per detailed drawing.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes W V1. As per detailed drawing.

Providing & fixing glass strips in joints of terrazo/ cement concrete floors 37 mm wide and 3.15mm thick

Construction of drain alongwith apron.

E- EARTH FILLING WORK :- Excavation in foundation in ordinary carted soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. As per detailed drawing compaction by soil compactor.

F- SERVICE BLOCK :- Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Under footing FT1 FT2 FT3 Outer plinth beam PB1 PB2 PB3 PB4. As per detailed drawing.

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. As per detailed drawing.

Sand filling in plinth under floor including watering,ramming, consolidating and dressing copmlete icluding lead up to 50 m and lift up to 1.5 m and including cost of sand. As per detailed drawing.

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) As per detailed drawing.

R.C.C. work in Lintel Groun floor D1 D2 D3 W1 V1 R.S. 1. As per detailed drawing.

Same as above Item No.40 First floor Lintel Band D1 D2 D3 W1 W2 V1 Kitchen Opening. As per detailed drawing.

R.C.C. work in slab Ground floor Slab S-1 S-2 S-3 (125 mm) Garrage Power Backup rooms / store / Ent. Passage Ent. Passage Stair Stair flight Landing projection D1 W1 V1. As per detailed drawing.

First floor Slab S-1 S-2 (125 mm) Canteen Passage Mumty S-4 (135 mm) Store / Kitchen / Toilet / Passage Stair flight landing Projection W1 W2 V1 and D1. As per detailed drawing.

R.C.C. work in beams Ground floor Plinth beam PB1 PB2 PB3 PB4 Beam B1 B2 B3 B4 B5 B6 B7. As per detailed drawing.

Same as above Item No.143 First floor Beams B2 B4 B5 Mumty beam B2 B4 B8. As per detailed drawing.

R.C.C. work in raft Foundation FT1 FT2 and FT3. As per detailed drawing.

R.C.C. column Ground floor upto plinth C1 in FT1 C1 in FT2 C2 in FTC2 in FT3 G.F. C1 C2. As per detailed drawing.

Same as above Item No.145 First floor C1 C2 Mumty column C1. As per detailed drawing.

M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. Outer plinth beam PB1 PB2 PB3 and PB4. As per detailed drawing.

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. DPC Garrage Store Power backup room Ent. Pass Stair wall. As per detailed drawing.

M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) As per detailed drawing.

Same as above Item No.148 First floor Canteen Kitchen Store Toilet Stair Mumtyv

(Same as in item no. 148 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. Ground floor Stair step and Parapet. As per detailed drawing.

Same as above Item No.149 First floor Stair step Parapet and Mumty parapet. As per detailed drawing.

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Ground floor Lintel Slab Beam Footing and Column

Same as above Item No.150 First floor Lintel Slab Beam and Column

15 mm cement plaster on rough side of single or half brick wall of mix of 1:4 cement & coarse sand of 2.25 F.M. Outer plaster Outer Inner plaster Garrage Store Power Backup room Ent. Pass Stair wall. As per detailed drawing.

12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand (Interior surface) Garrage Store Power Backup room Ent. Pass Stair wall. As per detailed drawing.

Same as above Item No.152 First floor Canteen Kitchen Store Toilet Front of toilet Passage Stair Mumty and Mumty. As per detailed drawing.

12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 fine sand. Ground floor Outer Parapet. As per detailed drawing.

Same as above Item No.153 First Floor Outer Mumty Parapet and Mumty Parapet. As per detailed drawing.

Cutting groove in plaster 1 cm wide & 1 cm deep by using special tools including supply of all tools and plants complete.

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).Ground floor Garrage Store Power Backup room Ent. Pass under Stair landing

Same as above Item No.155 First floor Canteen Kitchen Store front of toilet Passage Stair step and landing. As per detailed drawing.

2 cm (3/4") thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in panels finished with 3mm (1/8") floating coat of neat cement or cement and ,arble dust in ratio of 5:1 including supply of all materials labour and T&P etc required for proper completion of the work. Ground floor Garrage Store Power Backup room Ent. Pass under Stair First floor Canteen Kitchen Store Ent. pass Under stair. As per detailed drawing.

Supply and fixing 6 mm (1/4") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). First floor Floor tiles Toilet Wall tiles Toilet. As per detailed drawing.

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). C.C. flooring Apron. As per detailed drawing.

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws single leaf flush doors Single leaf D1 D3. As per detailed drawing.

Same as above Item No.159 350mm thick Double leaf D2. As per detailed drawing.

M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. Providing & fabricated of hold fast for chaukhats of doors and windows.

Same as above Item No.160 Providing & fabricated of door / windows grill. W1 W2 V1 G.F. Staircase railing F.F. staircase railing

Same as above Item No.160 Z-Section steel windows (openable) windows W1 W2 V1

Same as above Item No.160 Angle iron door chaukhats 40*40*5 D1 D2 abd D3

Fixing of Door in positon

Same as above Item No.161 Windows

Same as above Item No.161 Ventilators

(Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) Ground floor (Same as inside plaster). As per detailed drawing.

Same as above Item No.164 First floor (Same as inside plaster). As per detailed drawing.

Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. Ground floor (Same as outer plaster). As per detailed drawing.

Same as above Item No.165 First floor (Same as outer plaster). As per detailed drawing.

Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.

Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .

Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 250 x 10mm

Same as above Item No.169 200x10 mm

Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 125 mm

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brickbats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above Garrage Power backup Room Store Ent. Passage Ent. Passage and Mumty. As per detailed drawing.

Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. Grills W1 W2 V1 Door Chaukhats D1 D2 D3v

Same as item 172 above but on new wood surface on wood Flush doors D1 D2 D3 . As per detailed drawing.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes W1 W2 V1. As per detailed drawing.

Construction of drain alongwith apron.

Providing and fixing glass strips in joints of terrazo/ cement concrete floors

Providing & laying of light cinder filling under floor of toilets & other sunken roofs. F.F. Floor Toilet. As per detailed drawing.

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. F.F. Floor Toiltet Sunken area Toilet. As per detailed drawing.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover. R.S.1. As per detailed drawing.

Providing and fixing ball bearing for rollong shutters .

G- BOUNDARY WALL (202 Mtr.) and Retaining wall (50 Mtr.) Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. As per detailed drawing.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). As per detailed drawing.

R.C.C. work in lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). As per detailed drawing.

R.C.C. work in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete). As per detailed drawing.

R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20. As per detailed drawing.

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks.

M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in Superstructure 115mm thick including supply of all materials, labour and T & P etc required for proper completion of the work. As per detailed drawing.

12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand As per detailed drawing.

Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. As per detailed drawing.

H- GATE NO. OF 2 : Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. As per detailed drawing.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). As per detailed drawing.

R.C.C. work in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete). As per detailed drawing.

R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20. As per detailed drawing.

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks.

12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand As per detailed drawing.

Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. As per detailed drawing.

Mild steel or iron work in heavy sizes as trusses built up gates, door frames record racks roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required complettion of work fabrication of holes doors, chaukhats nosing.

Painting or varnishing new work in small areas or new wood work with one coat (up to one sqm.) of ready mixed priming paints and one coat of approved supperior quality ready mixed paint or varnish including supply of material, labour & tools and plants etc. required for proper completion of the work. paint to be used confirm the I.S.I. No.103-1950. (MS wroks). As per detailed drawing.

I- INTERLOCKING TILES ROADS:- Earth work in exacavation in trenches for foundations and for foundations and for pipes cables etc. in ordinary soil (loan clay orsand) including lift upto 1.5 m and leadup to 30m & inlcuding filling watering & ramming of excavated earth into trenches or into the space between the building & the sides of foundation trenches or into the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation treches

Construction of granular sub base by providing close graded material conforming to specificaitons mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per specification and directions of Engineer-in-charge. As per detailed drawing.

M-150 brick work in 1:6 (one cement and six coarse sand sand of 1.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. As per detailed drawing.

Rubber moulded reflective Zig-zag 80 mm. Providing and laying of interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504. As per detailed drawing.

J- POND :- Depth of the pond (Top area of the filled pond and Bottom area of the filled pond. As per detailed drawing.

K- BORING & SUBMERSIBLE PUMM 3 H.P. Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.350 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia

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. 100 mm nominal size dia

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge..

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:100 mm dia

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm dia

Providing and fixing bail / plug of required dia to the bottom of pipe assembly of tube well as per IS 2800 (part I) 100 mm dia

Constructing masonry Chamber 120x120x90 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.32 mm dia nominal bore

Supply of Material S.S. wire rope

Cable for Submersible

3 H.P. Submersible Pump , 32ø Outlet Size in mm , 35 Head, Dischargein LPM :-0-112 .

Panel for Submersible

AMBER CONSTRUCTION