Const. of new Eye OT and 10 bedded Eye Ward (RCC Ground floor) in Udalguri Civil Hospital in Udalguri District. (TN_41_1)

Amount

EARTH WORK 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.

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.

2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

STEEL WORK: 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

10.28. Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

CEMENT CONCRETE WORK: 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: 4.1.3. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm 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 natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.3. Reinforced cement concrete work in 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

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)

SHUTTERING & FORMWORK: 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

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

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

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

5.9.7. Stairs, (excluding landings) except spiral-staircases

PRE CONSTRUCTION ANTI-TERMITE TREATMENT: 2.35. Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): 2.35.3. Treatment of soil under existing floors using chemical emulsion @ 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

BRICK WORK: 6.2. Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1. Cement mortar 1:4 (1 cement : 4 coarse sand)

6.13. Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2. Cement mortar 1:4 (1 cement :4 coarse sand)

PVC DOOR FRAME: 9.145. Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineerin-

9.144. Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm (± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge.

ALUMINIUM WORKS: 13/21.1. Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, l.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately): 21.1.1. For fixed portion 21.1.1.1. Anodised aluminium (anodised transparent or dyed to

21.1.2. For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.2.2. Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.3. Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): 21.3.2. With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

PLASTERING WORKS: 13.1. 12 mm cement plaster of mix: 13.1.1. 1:4 (1 cement: 4 fine sand)

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)

13.3. 20 mm cement plaster of mix : 13.3.1. 1:4 (1 cement: 4 fine sand)

GRILL WORKS: 9.48. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1. Fixed to steel windows by welding.

PLINTH PROTECTION : 4.17. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.

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: 4.1.4. 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources

MARBLE FLOORING: 11.23. Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 11.23.1. Makrana white second quality

TILES WORKS: 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.

11.20. Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.1. Light shade pigment using white cement

FALSE CEILING: 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 ............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 12.45.4. Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineerin- charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60

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

13.48.3. Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

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

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

13.48A. Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

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.

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: 4.1.3. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)

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

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

5.9.13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

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)

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)

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

10.00 m R.C.C. Open 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.

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: 4.1.3. 1:2:4 (1 cement 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)

5.22. 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

5.1. 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)

5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

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)

INTERNAL/EXTERNAL ELECTRIFICATION 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 Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core 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 with 2x4 sq. mm FRLS PVC insulated copper conductor single core cable in surface recessed medium class PVC conduit alongwith 1 No. 4 sq. mm 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 core 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 6sq. mm earth wire

1.14.10. 4 x 10 sq. mm + 2 x 6 sq. mm earth wire

1.21. Supplying and fixing following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1.21.1. 20mm

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 A switch

1.24.3. 15/16 A switch

1.24.4. 3 pin 5/6 socket outlet

1.24.5. 6 pin 15/16 A socket outlet

1.24.8. Bell push

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.

1.28. Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 1.28.3. 4 Module

1.28.5. 8 Module

1.28.6. 12 module

1.29. Supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.

1.30. Supplying and fixing matal box of 180mm x 100mm x 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.

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

1.34. Supplying and fixing brass batten/ angle holder including connection etc. as required.

1.45. Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable including providing and fixing phenolic laminated sheet cover on the fan etc. as required.

1.50. Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.50.1. Upto 450 mm sweep

2.1. Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI market HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 2.1.2. 63 A TP&N

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. 2.2.6. 250 A, 25 KA, TPMCCB

2.3. Supplying and fixing following way, single pole and neutral sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.2. 8 way, Double door

2.5. Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar din bar for mounting MCBs (but without MCBS and incomer) as required. (Note: vertical type MCB TPDB is normally used where 3 phase outlets are required.) 2.5.1. 4 way (4+12), Double door

2.10. Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1. Single pole

2.10.3. Double pole

2.12. Supplying and fixing following rating double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12.2. 63A

2.14. Supplying and fixing following rating double pole (Single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.14.2. 40A

2.15. Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.15.3. 63A

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.

5.6. Earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt) as required.

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

5.13. Providing and laying earth connection from earth electrode with 4.00 mm dia copper wire 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and re-filling as required.

7.1. Laying of one number PVC insulated and PVC sheathed / XL power cable of 1.1 KV grade of following size direct in gro including excavation, sand cushioning, protective covering and refilling the trench etc as required. 7.1.2. Above 35 sq. mm and upto 95 sq. mm

MR-1. Supplying with including fitting fixing of ceiling fan etc. as directed by the Deptt.

MR-2. Supplying with including fitting fixing of Exhaust Fan etc. As directed by the Deptt.

MR-3. Supplying with including fitting fixing of tube light etc. as directed by the Deptt. (Bajaj make) Code No. 11249 luminaries type 18 WH white.

MR-4. Supplying with including fitting fixing of LED Bulb 9 Watt. Etc. as directed by the Deptt. (LED home lighting Solution.)

MR-5. Mescab" 1.1 KV gd aluminium conductor XLPC insulated around /UN- armoured PVC outer sheathed control/power cable confirming to IS -7098 (Part-I) with latest amendmends as applicable considering 100 mt.

MR-6. Payment to be made to the APDCL authority for Three phase Digital Energy meter etc. complete.

MR-7. Design, fabrication & supply of Floor mounted compartmentalized dust and vermin proof power distribution panel board (L.T-3 ph,, AC 320 A 4P) made of M.S. sheet of not less than 16 swg duly welded & powder coated with Grey colour to both in interior & exterior. All wiring for control & metering shall be done by multistranded PVC insulated Finolex make single core copper flexible cable of not less than 1.5 sq. mm Size and will be preperrly harnessed and drawn neatly clamped for incoming & out going cables, 4 (Four) Separately electrolytic grade copper busbar (3 phase & Neutral) of 400 amps will be layed in separate chamber. All the outgoing cable of the MCCB/MCB up to cable alley connecter shall be connected by flat/round/flexible Copper cable etc.

Payment to be made to APDCL authority for load security

D.G. Set & Shed. 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 Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core etc. as required. 1.10.1. Group A

1.14. Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core 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

1.24. 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. A switch

1.24.4. 3 pin 5/6 socket outlet

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.

5.13. Providing and laying earth connection from earth electrode with 4.00 mm dia copper wire 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and re-filling as required.

MR-1. Supplying with including fitting fixing of tube light etc. as directed by the Deptt. (Bajaj make) Code No. 11249 luminaries type 18 WH white.

MR-2. Supplying with including fitting fixing of LED Bulb 9 Watt. Etc. as directed by the Deptt. (LED home lighting Solution.)

MR-3:- Supplying fitting fixing of 100A on load charge over switch 1HBFFE 0100. Havells make.

MR-4. Mescab" 1.1 KV gd aluminium conductor XLPC insulated around /UN- armoured PVC outer sheathed control/power cable confirming to IS-7098 (Part-I) with latest amendmends as applicable considering 100 mt.

MR-5. Supplying with fitting and fixing of 20 KVA DG set of Kirlozkar (KOEL Engine) at 1500 rpm comprising with the requirement of IS 10001/ISO 3046, directly complete to a KOEL green A.C. Generator capable of 50 Hz, 0.8 AF. (lag) generally meeting the requirements of BS5514 at 230 volt.

Cost of D.G. Shed = L (3.636) X B (3.030) = 11.017 sqmt.

FIRE FIGHTING Supplying, fitting and fixing and distribution of Dy. Chemical fire fighting…. Etc. Complete and directed by the Deptt.

RCC Stagging with Filteration Unit and installation of Deep Tubewell & W/S Works 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.

11.1. Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.2. 1:6 (1cement : 6 coarse sand)

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)

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.3. Cold twisted bars

5.9.1. 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) derived from natural sources: 4 graded stone aggregate 20 mm nominal size de rived from natural sources)

5.3. Reinforced cement concrete work in beams, suspended floors, roofsn 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)

6.2. Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1. Cement mortar 1:4 (1 cement : 4 coarse sand)

6.13. Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2. Cement mortar 1:4 (1 cement :4 coarse sand)

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 coarse sand) sqm 354.50 Filter Tank & Reservior

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

Deep Tube Well 18.42. Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested: 18.42.3. Beyond 12 m and up to 18 m depth

18.46. Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 18.46.8. 80 mm nominal bore

18.43. Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.

Water Supply Work 18.46. Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 18.46.4. 32 mm nominal bore

18.46.3. 25 mm nominal bore

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.

Supplying fitting and fixing Motor Pump set with all accessories

Latrine & Urinal 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.

11.2. Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

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)

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4 Hot rolled deformed bars

5.22.A. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars

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

5.9.5: 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 : 5.1.3. 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)

5.2. 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 natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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)

2.38. Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer -in- charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in-charge.

10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1. Hot finished welded type tubes

6.13. Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2. Cement mortar 1:4 (1 cement :4 coarse sand)

9.18. Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS: 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS: 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 9.18.2. 25 mm thick

10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1. Hot finished welded type tubes

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)

12.1. Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3. 0.63 mm thick with zinc coating not less than 275 gm/ m2

11.28. 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand) with joints finished flush. 11.28.2: White sand stone

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

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. 13.52.2. On concrete work

11.47. Providing and laying Vitrified tiles 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, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 11.47.1: Size of Tile 500x500 mm

11.41. Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete. 11.41.1: Size of Tile 500x500 mm

B) SANITARY FITTINGS 17.1. Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1. White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

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

17.54A. Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905 17.54A.1. 130 mm offsets 17.54A. 1.2 With 75 mm dia

17.7A. Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer

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.

18.65. Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.

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. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

18.7. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.2 20 mm nominal dia Pipes

18.7. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.4. 32 mm nominal dia Pipes metre 500.95

18.7. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.6: 50 mm nominal dia Pipes

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

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.1. 15 mm nominal bore

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. 15 mm nominal bore

Installtaion of Tube Well with Tube Well Plate form

Furniture & Fixture Full Secretary Table

Executive Revolving Chair

Full Executive Secretary Table

Steel Almirah

3 set Steel Chair

Shoe Rack

Steel Rack

Food Side Table Stand

Bed Side Table

Revolving Chair

Z Type Chair

Steel Tool

Uttam Debnath

RUSTAM BASUMATARY