Construction of Directors Office Building Panchayat and Rural Development Department at Kokrajhar BTR.

Amount

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

2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

2.34. Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1.Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

2.35.3. Treatment of soil under existing floors using chemical emul-sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor: 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

20.1. Providing, driving with hydraulic piling rigs with power units and installing driven cast-in- situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.1. 400 mm dia piles

20.6. Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1. Single pile upto 50 tonne Safe capacity 20.6.1.1. Initial test (Test Load 2.5 times the Safe capacity)

20.6. Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1. Single pile upto 50 tonne Safe capacity 20.6.1.2. Routine test (Test Load 1.5 times the Safe capacity)

4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.5. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.7. Stairs, (excluding landings) except spiral- staircases

4.4. Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 4.4.1. Cement: 11⁄2 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

4.10. Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4. (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 5.1.2. 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

5.2. Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2. 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natu-ral sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.3. Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.4. Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3. Suspended floors, roofs, landings, balconies and access platform

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.19. Weather shade, Chajjas, corbels etc., including edges

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand)

6.13. clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1. Cement mortar 1:3 (1 cement :3 coarse sand)

6.44. plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with

8.10. Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 8.10.1. White Agaria Marble Stone

9.1. Providing wood work in frames of doors, windows, clerestory windows White Agaria Marble Stone and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.2. Sal wood

9.5. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.1. Second class teak wood 9.5.1.1. 35 mm thick shutters

9.7.7. Float glass panes 9.7.7.1. 4 mm thick glass pane (weight not less than 10kg/sqm)

9.20. Providing and fixing ISI marked 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. 9.20.2. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

9.71. Providing and fixing IS: 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete 9.71.1. 125x64x2.50 mm

9.74. Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 9.74.1. 250x10 mm

9.75. Providing and fixing bright finished brass door latch with necessary screws etc. complete: 9.75.1. 300x16x5 mm

9.81. Providing and fixing bright finished brass handles with screws etc. complete: 9.81.1. 125 mm

9.82. Providing and fixing bright finished brass hanging type floor door stopper with………..

9.141. Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge.

9.142. 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in- charge. 9.142.1. Non decorative finish (matt finish)

10.25.Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

10.26. Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1. M.S. tube

10.14. Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre- treatment of the surface as directed by Engineer-in-charge: 10.14.1. 1 Fixing with adjustable lugs with split end tail to each jamb

11.41.A. Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.3. Glazed Vitrified tiles Matt/Antiskid finish of size, 11.41A.3.1. Size of Tile 600 x 600 mm

8.31. Providing and 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 (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.

12.45. Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.2. 12.5 mm thick tapered edge Gypsum moisture resistant board

11.56. Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge. 11.56.1. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent

13.11. 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top

13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix: 13.2.1. 1:4 (1 cement: 4 fine sand)

13.9. Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster

13.16. 6 mm cement plaster of mix: 13.16.1 1:3 (1 cement: 3 fine sand)

13.26. Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

13.45. Finishing walls with textured exterior paint of required shade: 13.45.1. New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.42. Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. 13.42.1. Two or more coats on new work

13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer

13.52. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1. On steel work

10.3. Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

Internal water supply & sanitary installations 12.41. Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.2. 110 mm diameter

12.42. Providing and fixing on wall face unplasticised moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion. 12.42.3. Single tee with door 12.42.3.2. 110x110x110 mm

12.42.5. Bend 87.5° 12.42.5.2. 110 mm bend

18.8. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c 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. 18.8.1. 15 mm nominal dia Pipes

18.8.2. 20 mm nominal dia Pipes

18.8.3. 25 mm nominal dia Pipes

18.9. 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. 18.9.5. 40 mm nominal dia Pipes

17.7. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1. White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

17.3. Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: 17.3.1. W.C. pan with ISI marked white solid plastic seat and lid

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 17.73.2. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

17.31. Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

18.52. Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.52.1. 150 mm nominal size

18.50. Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1. 15 mm nominal bore

17.71. Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

17.34. Providing and fixing toilet paper holder : 17.34.1. C.P. brass

17.9. Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1. White glazed fire clay kitchen sink of size 600x450x 250 mm

18.48. Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

17.35. Providing and fixing soil, waste and vent pipes: 17.35.1. 100 mm dia 17.35.1.1. Sand cast iron S&S pipe as per IS: 1729

18.6. Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti-microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in- Charge. External work 18.6.4. PN - 16 Pipe, 40 mm OD (SDR-7.4)

18.6.5. PN - 10 Pipe, 50 mm OD (SDR-11)

18.6.6. PN-10 Pipe, 63 mm OD (SDR-11)

18.6.7. PN - 10 Pipe, 75 mm OD (SDR-11)

18.6.8. PN - 10 Pipe, 90 mm OD (SDR-11)

18.6.9. PN-10 Pipe, 110 mm OD(SDR-11)

External Electrical Services 5.4. Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrengement and watering pipe of 2.7 metre long etc, with charcole/ coke and salt as required.

5.2. Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

5.8. Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

RR KABEL make power Cables, Solid Aluminium conductor 10 Sq. mm. balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed for Multicore Cables, Unarmoured/Armour (1. Single core cables- Aluminium wire upto 70.00 sq.m. balance Aluminium strip, 2. Galvanised wire for cables upto 2Cx10.0 sq.mm., 3Cx10.0 sq.mm., 4Cx6.0sq.mm. balance all gavanised steel strip), extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7098 (Part 1) 1988, (HSN Code: 8544) with all accessories complete as required and as directed by the department. MR-1. i) 95.00 sq.mm 3.5 Core U.G. Cable

MR-2. iii) 240.00 sq.mm 3.5 Core U.G. Cable

MR-3. Supplying including erection of 12.0 mtr Octagonal pole SL- 12, TD-90 mm, BD-230, T-3, BP-325X20, PCD-325, FB-750X24X4 (APPX WGHT- 190 KG) G.I. pipe as pole along with supply, fitting fixing of frp pole junction box, necessary rcc foundation work in 1:3:6 proportion of 1 m. depth including providing all required building materials as directed: and specified by the deptt.

MR-4. Supplying, installation testing and commissioning of the following rating copper wound indoor/out door type transformer complete including the payment to be made to power supply authority for supervision charge, labour charge, cost of L.T/H.T metering etc. (excluding the cost of load security) and making necessary arrangement for charging approval of the sub-station from the competent authority as directed and specified by the department. Transformer should be as per CEA guidelines as ammended up to date upto 250 KVA star rating up to 5 star, above 200KVA as per CEA guidelines for losses along with LV enclosure. 250 KVA,50Hz.11/0.433 KV. Oil filled transformer with Off Circuit tap change.

MR-5. Supply, installation, testing & commissioning of Main LT Panel, fully compartmentaliszed cubicle type sheet clad indoor type, floor mounted totally enclosed with IP52 degree of protection suitable for use on 415Volts 3-phase, 4 wire, 50 Hz system having required fault capacity, housed with incoming and outgoing, Aluminium busbars interconnection etc. with indication lamps, accessories etc. For 200 KVA transformer & DG set INCOMER 1 nos 500A, 4P, MCCB (50kA) with Microprocessor based and all required accessories 1 set phase indication lights (R, Y, B) solid state type (LED) 1 no 0 to 500V AC Voltmeter with VSS & control fuses 1 no 0 to 500A Ammeter with ASS & CT's of ratio 500/5A and class-l accuracy BUS BARS TP&N aluminium bus bar OUTGOING 2 Nos 250A 4P MCCB (36kA) with thermo-magnetic releases 2 Nos 100A 4P MCCB (36kA) with thermo-magnetic releases 2 Nos 63A 4P MCCB (36kA) with thermo-magnetic releases

MR-6. Supplying with fitting and fixing of 11 KV D.O. 150 amps with all accessories complete as required and as directed by the department.

MR-7. Supplying with fitting and fixing of 11 KV GOAB 400 amps with all accessories complete as required and as directed by the department.

MR-8. Supplying with fitting and fixing of GI Channel cross arm 100x50x6x2200 with all accessories complete as required and as

MR-9. Supplying with fitting and fixing of 11 KV polymenic pin insulator with all accessories complete as required and as directed by the

MR-10. Supplying with fitting and fixing of 11 KV polymenic Disc insulator (70 KN) with H/W fitting with all accessories complete as required and as directed by the department.

MR-11. Supplying with fitting and fixing of Metering Cabinet (For HT Metering) with all accessories complete as required and as directed by the department.

MR-12. Supplying with fitting and fixing of Cl earth pipe 1.8 mtr with all accessories complete as required and as directed by the department.

MR-13. Supplying with fitting and fixing of DTR Fencing with all accessories complete as required and as directed by the department.

MR-14. Supplying with fitting and fixing of Transformer Pad with all accessories complete as required and as directed by the department.

MR-15. Supplying with fitting and fixing of PSCPole 9.75 Mtr. with all accessories complete as required and as directed by the department.

MR-16. Supplying with fitting and fixing of ACSR Racoon conductor as required and as directed by the department.

MR-17. Supplying with fitting and fixing of pole clamp Gl as required and as directed by the department.

MR-18. Supplying with fitting and fixing of 12KV 9KA LA station type as required and as directed by the department.

MR-19. Supplying with fitting and fixing of GI Wire 6 SWG as required and as directed by the department.

MR-20. Supplying with fitting and fixing of HT Danger Plater as required and as directed by the department.

MR-21. Supplying with fitting and fixing of 11 KV combined CTPT Set 10/5amp as required and as directed by the department.

MR-22. Supplying with fitting and fixing of 3Phase 4 wire ICS DLMS Compitant HT Trivector energy meter (Category -C) as required and as directed by the department.

MR-23. Supplying with fitting and fixing of LT XLPE Cable, 1 core 240 sq.mm. (Alluminium) armoured as required and as directed by the department.

MR-24. Supplying with fitting and fixing of DTR cubical for 250KVA DTRS (comprising of requisite MCCB, Static TVM, CT, Vmeter, Ammeter etc.) as required and as directed by the department.

MR-25. Supplying with fitting and fixing of Control cable copper 10cr x 2.5 sq.mm. as required and as directed by the department.

MR-26. Supplying with fitting and fixing of Nut bilt with washer (assorted) as required and as directed by the department.

MR-27. Supplying with fitting and fixing of Sundry (armour tape, binding wire etc.) as required and as directed by the department.

MR-28. Supplying including erection of 3.0 mtr Octagonal pole SL-3, TD-70 mm, BD-130, T-3, BP-200X12, PCD-200, FB-450X16X4 (APPX WGHT-40 KG) G.I. pipe as pole along with supply, fitting fixing of frp pole junction box, necessary rcc foundation work in 1:3:6 proportion of 1 m. depth including providing all required building materials as directed and specified by the deptt.

MR-29. Supplying with fitting fixing of 50W LED street light including all accessories as specified and directed by the deptt.

MR-30. Supplying, Installtion, Testing and Commissioning of the accessories as required complete including payment of ASEB's supervision charge, cost of ASEB's materials etc (including payment of load security and cost of ASEB tested energy trivector Meter)

MR-31. DG set comprises of KOEL Engine at 1500 rpm complying with the requirments of IS 10001/ ISO 3046, directly coupled to a KOEL Green AC generator capable of 50 Hz, 0.8 pf (lag) generally meeting the requirments of BS5514 at 415 Volt 125 KVA 156 HP 100 KW 3 Phase DG Set

Internal Electric installations Works 1.10. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.10.1. Group A

1.10.2. Group B

1.10.3. Group C

1.12. Wiring for light/power plug point with 2x4.0 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with Ino, 4sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

1.14. Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single cor cable in surface/ recessed medium class PVC conduit as required. 1.14.2. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.14.3. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire

1.14.4. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire

1.24. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1. 5/6 amps switch

1.24.3. 15/16 amps switch

1.24.4. 3 pin 5/6 A socket outlet

1.24.5. 6 pin 15/16 A socket outlet

1.27. Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.1. 1 or 2 Module (75mmX75mm)

1.27.2. 3 Module (100mmX75mm)

1.27.3. 4 Module (125mmX75mm)

1.27.4. 6 Module (200mmX75mm)

1.27.5. 8 Module (125mmX125mm)

1.27.6. 12 Module (200mmX150mm)

1.25. Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

1.33. Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.

1.35. Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.

1.57. Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C"curve including connections, painting etc. as required.

2.2. Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 2.2.2. 125A, FPMCCB

2.3.2. Supplying and fixing following, single pole and neural, sheet steel, MCB distribution board, 240V on surface/recess complete with tinned copper busbar, earth, din bar, interconnection, powder painted including earthing etc. as required. (without MCB) ii) 8 way, double door

2.4.1. Supplying and fixing following, single pole and neural, sheet steel, MCB distribution board, 240V on surface/recess complete with tinned copper busbar, earth, din bar, interconnection, powder painted including earthing etc. as required. (without MCB/RCCB/Isolator)) i) 4 way (4+12), double door

2.10. Supplying and fixing following rating, 240/415V 10KA C curve, MCB suitable for inductive load of following pole in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1. Single pole

2.13. Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.13.2. 63 A TPN MCB

5.2. Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required.

5.6. Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosurewith cover plate having locking arrangement and watering pipeof 2.7 metre long etc. with charcoal/ coke and salt as required.

5.7. Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required

5.9. Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

6.2. Providing and fixing of lighting arrester conductor finial made of 25mm dia 300mm long GI tube having single prong at top with 85mm dia thick GI base plate including holes etc. complete as required.

6.7. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet orsurface of wall for lightning conductor complete asrequired. (For horizontal run)

6.8. Providing and fixing GI tape 20mmx3mm thick on parapet or surface of wall for lighting conductor complete as required(For vertical run)

MR-1. Supplying with including fitting fixing of 1200 mm sweep Ceiling fan etc. as directed by the Deptt.

MR-2. Supplying with including fitting fixing of 300 mm sweep Exhaust Fan etc. as directed by the Deptt.

MR-3. Supplying with fitting fixing of 20W LED tube including all accessories as specified and directed by the deptt. (Orient/Bajaj/Hevells Make) etc.

MR-4. Supplying with fitting fixing of 18 W LED Ultra slim ceiling- mounting round LED tune light including all accessories as specified and directed by the deptt. (Orient /Bajaj/Hevells Make) etc.

MR-5. Supplying with fitting fixing of 12 W LED Ultra slim ceiling mounting square LED tune light including all accessories as specified and directed by the deptt. (Orient /Bajaj/Hevells Make) etc.

MR-6. Supplying with fitting fixing of 15W LED Bulbs light including all accessories as specified and directed by the deptt.

MR-7. Supplying, with fitting & fixing of 5 KVA voltage stabilizer of following specification complete with necessary electrical connection etc. as required and as directed by the Department.(Microtec/equivalent) for 2.0 Ton A.C. 5.0 KVA, 130-280Volt capacity

MR-8. Supplying, with installation of, testing and commi ssioning of Hi wall 5 star rating split type air air conditioner of following capacity with cord less remote complete with copper pipe and electri cal connection etc. as required complete and as directed by the Department. 2.0 Ton capacity Voltas SAC 243 CZZ (R32) Classic

Solar Paneling System SPV modules (335Wp) for a Total Capacity of 5WP as per specifications (335wp x 16 Nos)

5 KVA 96V Solar Hybrid Inverter

SPV Module Mounting Structure Suitable for accommodating 5000Wp Capacity SPV Modules including foundation as per specifications.

Battery Bank as per Specifications (200AH/12V) 5 Years Warranty

DC Distribution Units as per Specifications

AC Distribution Units as per Specifications

Cables Requirement as per Design Mtrs,. As requiredat site for full plant Commissioning

Lighting Arrester Complete set as per Specifications

Earthing Complete set as per Specifications

Installation @ Commissioning including civil works and Transpotation.

Boundary Wall 2.8. Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1. All kinds of soil. CF

2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.8A. 1:4:8 (1 cement: 4 manufactured sand derived from Recycled Concrete Aggregate (RCA): 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA).

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. & 5.22.A Steel reinforcement for... above plinth level. 5.22.A.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete

5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2. 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources).

5.3. Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1. 1:4 (1 cement: 4 fine sand)

13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer

13.48. Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 13.48.1. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm

16.19. Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. M.S. EQUAL ANGLES (40X40X5) MM, Wt= 3.0 kg/M

16.18. 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. 16.18.1. With G.I. barbed wire

DRAIN 2.8. Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1. All kinds of soil

16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1.10. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources).

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3. Suspended floors, roofs, landings, balconies and access platform.

5.1.3. 1:2:4 (1 cement: 2 coarse sand (zone- III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size de rived from natural sources).

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe- 500D or more.

4.10. Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from

11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3, (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick

Steel Gates for 2 Nos 2.8. Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1. All kinds of soil.

16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.8. 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size)

5.22. Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. 5.22A.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9. Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete

5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts

5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3. 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)

5.2. Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2. 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)

13.5. 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1. 1:4 (1 cement: 4 fine sand) b) In cement mortar 1:4

13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1. Water thinnable cement primer

13.44. Finishing walls with textured exterior paint of required shade: 13.44. New work (Two or more coats applied @ 3.84 kg/10 sqm) 13.43.1. Water thinnable cement primer

13.50.3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

13.62. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 13.62.1. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

13.61. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1. Two or more coats on new work

10.25. Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2. In gratings, frames, guard bar, ladder, railings, brackets,

Deep Tube well 23.1. Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), 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. 23.1.1. All types of soil 23.1.1.1. 300 mm dia

23.3. 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. 23.3.2. 150 mm nominal size dia

23.4. 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. 23.4.2. 150 mm nominal size dia

23.5. Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

23.6. Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

23.6. Supplying, filling, spreading & leveling gravels of size range 1.5 mm to 2 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

23.12. 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 tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. For 84 Hours

23.15. Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 23.15.2. 150 mm dia

18.48. Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

39.7. Supplying including installation, connection as approved by the Deptt., testing and commissioning of SUBMERSIBLE PUMP SET 3 (Three Phase) with steel cable rope and submersible cable complete as directed and specified by the deptt. 39.7.3. Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V- Guar suitable for 100 mm bore well and above. 2 HP STAGE 6 to 30 with MCB controlled Submersible motor pump set control panel.

2 Nos 100 Users Septic Tank 2.8. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1. All kinds of soil.

16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.10. 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size.

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth 5.22.6. Thermo-Mechanically Treated bars of grade Fe 500D or more.

5.9.3. Suspended floors, roofs, landings, balconies and access platform

5.9. Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 5.1.2. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from

6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand).

11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3(1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick.

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

Furniture Supply Regency visitor chair

Premium Lounge Chair

Door matt synthetic 400mmx600mm

Regency high back chair

Executive Table (72x36x30)

Table

Cabinet

Side table

Centre table (Alice)

Book self

Glass Almirah(glass door units)

Steel Almirah

Office Table

Cabinet small

Cabinet big

Office storage

Cupboard

Aquaguard

Office Chair

30 person wood u shaped wooden conference Table

Executive chaie for conference hall

Crokery Items for Directors Chembers

Visitors chair

3 sester stainless steel visitor chair

Curtain

SONY TV

Landscaoing Work 2.57. Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material's as per direction of officer in charge (excluding cast of plant & water) 2.57.1. Trees Plant

2.57.2. Shrubs Plant

2.57.3. Hedge Plant/Ground cover

3.1. 1 Providing and displaying of Aglaonema Butterfly having ht.30 cm 10 to 12 fresh, healthy and attractive colorful leaves, well developed in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in- charge

3.2. Providing and displaying of Aglaonema Ice ht.25 cm having 10 to 12 fresh, healthy and attractive colorful leaves, well developed in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in- charge.

3.6. Providing and Displaying of Aglaonema Sam ht.30 cm. well developed three in one, having 18 to 20 fresh, healthy and attractive colorful leaves in 35 cm size Earthen pot/Chali/Tray & as per direction of the officer-in-charge.

3.16. Providing and displaying of Araucaria cookie having ht. 1.20 m to 1.35 m, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.21. Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers, well developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

3.24. Providing and displaying of Brassia Variegated having ht. 30 cm to 45 cm, well developed with fresh and healthy foliage in 25 cm size of Earthen pot /Plastic pot. & as per direction of the officer-in-charge.

3.26. Providing and displaying of Chamaedorea elegans palm having ht. 60 cm to 75 cm, well developed with fresh and healthy leaves in 25 cm size of Earthen pot/Plastic pot. & as per direction of the officer-in- charge.

3.27. Providing and displaying of Croton Challenger variety having ht. 30cm and above, well developed with full of fresh and healthy leaves in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in- charge.

3.51. Providing and Displaying of Dracaena pendanus, well developed, having 6 to 8 suckers with healthy foliage in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge

3.88. Providing of Schefflera Green (three in one), mounted on moss stick 90 cm, well developed with full of fresh & healthy leaves from bottom to top with rich foliage in 25 cm size of Earthen pot/Plastic pot.as per direction of officer-in-charge.

4.4. Providing and Displaying Antirrhinum Hybrid dwarf variety, specimen (8-10) with fresh & healthy foliage in full bloom well developed in 35 cm Earthen Tray/Challi Pot and as per direction of the officer-in- charge.

4.6. Providing and Displaying Asiatic lilly hybrid variety (3 in one) in each pot having in full bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in- charge.

4.10. Providing and Displaying Calceolaria hybrid variety in full bloom well developed with fresh & healthy foliage in 20 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge

4.14. Providing and Displaying Chrysanthemum single named variety in different colour well developed, having 45 to 60 cm ht., minimum 150 and above half bloom flowers well stacked with bamboo stick having three layer tiding by thread fresh and healthy foliage in 30 cm Earthen Pot and as per direction of the officer-in-charge.

4.17. Providing and Displaying Cineraria long 45 to 60 cm ht., 8 to 10 branch with full bloom specimen plant with green painted stacking in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in- charge.

4.23. Providing and Displaying Cyclamen hybrid variety specimen 5-6 in a pot, fresh & healthy in full bloom well developed in 35 cm Earthen Tray/ Nand. as per direction of the officer-in-charge

4.24. Providing and Displaying Dahlia double kenya variety in different colour well developed with 3 to 4 flowers in half bloom, good foliage stacked with Green painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge.

4.28. Providing and Displaying Dianthus dwarf specimen 6- 8 in a pot with fresh & healthy foliage in full bloom well developed in 35 cm Earthen Tray/Nand as per direction of the officer-in-charge.

4.38. Providing and Displaying Marigold jaffri French orange/yellow/Russet colour well developed with fresh & healthy foliage with 60 to 75 flowers in bloom specimen plant 60 to 75 cm ht in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.46. Providing and Displaying Pansy Hybrid Sakata in different colour specimen 6-8 in a pot with fresh & healthy foliage in full bloom well developed in 35 cm Earthen Tray/ Nand as per direction of the officer-in- charge.

4.55. Providing and Displaying Poinsettia dwarf multi head, having upto 30 cm ht., with 3 to 4 branches with fully different colored top with fresh & healthy foliage well developed in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

4.56. Providing and Displaying Primula Hybrid variety specimen 5-6 in each Pot with fresh & healthy foliage in full bloom different colour well developed in 35 cm Earthen Tray/ Nand as per direction of the officer- in-charge.

4.58. Providing and Displaying Ranunculus Hybrid variety in different colour specimen 5-6 in each Pot with fresh & healthy foliage in full bloom well developed in 35 cm Earthen Tray/ Nand as per direction of the officer-in-charge.

4.90. Bush Rose in different colour 2 to 3 healthy branch 30 cm and above ht. well developed with 8 or more flowers/flower buds in 20 cm Earthen pot / Plastic pot as per direction of the officer-in-charge.

4.92. Providing and Displaying Creeper Rose variety 3 to 4 healthy branch 60 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.

4.93. Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.

5.5. Providing and Displaying Adenium Obesum grafted well developed with fresh & healthy 30 to 60 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge

5.6. Providing and Displaying Adenium Obesum well developed with fresh & healthy 4 to 5 branch 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.

5.8. Providing and Displaying Bamboo Buddha vally variety with umbrella shape having 120 to 135 ht. with fresh & healthy foliage well developed in 40 cm Cement pot multy branch, bushy as per direction of the officer-in-charge.

5.10. Providing and Displaying Bird of paradise well developed with fresh & healthy 90 to 120 cm ht in 30 cm Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.

5.11. Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge.

5.12. Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge.

5.15. Providing and Displaying Cycus revoluta specimen, having 45 to 50 fresh and healthy, leaves having 30cm to 35cm circumfrance of base stem well developed in 40 cm challi, as per direction of the officer-in-charge.

5.17. Providing and Displaying Cyprus golden well shaped developed with good colored foliage fresh & healthy 60 to 75 cm ht in 30 cm Earthen Pot as per direction of the officer-in-charge.

5.33. Providing and Displaying Golden Bottle brush Topiary well developed with fresh & healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.

6.2. Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.7. Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.14. Providing and stacking of Euphorbia milli hybrid variety, having ht. 30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 30 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

6.31. Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge

7.1. Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.

7.2. Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.

7.5. Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.

7.11. Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags.

7.17. Providing and stacking of Cassia siamea of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

7.37. Providing and stacking of Ficus retusa well branched of height 120-135 cm. in big poly bags of size of 30 cm as per direction of the officer-in-charge.

7.47. Providing and stacking of Ingla dulcis (Jungle Jalebi) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

7.52. Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.

7.59. Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge.

8.1. Providing and stacking of Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.

8.7. Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge.

8.15. Providing and stacking of Dombeya mastersii of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.

8.23. Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge.

8.49. Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge

9.1. Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in- charge.

9.4. Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra, Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge

9.6. Providing and stacking of Clerodendrum thomsoniae of height 30 cm.to 45 cm in 20 cm size of poly bag & as per direction of the officer-in-charge.

9.10. Providing and stacking of Passiflora caerulea (Rakhi bel) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.

MRINAL DAS

Sajal Sengupta