Infrastructure Development of Mazbat College in Udalguri District. (TN_08_1)

Amount

Assam Type Building 15.2 Demolishing cement concrete manually by mechanical means including disposal of material within 50metres lead as per direction of Engineer-in - charge. 15.2.2. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design ….

11.4. 52mm thick cement concrete flooring with concrete hardener topping under layer 40mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix :2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed floor.

11.4 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 coarsesand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white.

15.3. Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 metres lead of : 15.28.1 G.S. Sheet

12.7. Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8conforming to IS737 and dimensions as per IS CODE 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50mm long with 3mm EPDM seal washer etc. all inclusive of lobour, scaffolding,

12.7. 12.66 Providing and fixingof Pre- coated colour or mill finish Aluminium Roofing Accessories in 0.71mm thickness, Alloy 31500 (IS designation)[Aluminium Alloy (AA) 3004 (ISO designation] For colour , coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SSscrews of size 6 x 50 mm with 3mm thick EPDM seal and SS plain washer complete:12.66.1 Precoated/mill finish alumonium Ridges plain(500-600mm).

13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

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

13.4. Finishing wall with water proofing cement paint of approved brand and manufacture of required shade. 13.44.1 . New work(Two or More coat @3.84 kg/10m2

9.55. Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete:

9.63. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type)with necessary screws etc. complete:

9.66. Providing and fixing ISI marked oxidised M.S. handles conforming to IS: 4992 with necessary screws etc. complete:

12.3. Providing and fixing plain multipurpose cement board (Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete(frame work to be paid seperatately).

13.48. Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90ltr/10sqm over an under coat of primer applied @ 0.75 ltr/10sqm of approved brand and manufacture.

17.7A. Providing and fixing wash basin with C.I. brackets, 15mm 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 550x 400mm with a 15mm CP Brass single hole basin mixer.

18.9. Providing and fixing Chlorinated PolyvinyI 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. External work 18.9.2. 20mm nominal dia pipes

Auditorium 15.2. Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in-charge. 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design

11.5. 62mm thick cement concrete flooring with concrete hardener topping under layer 50mm thick cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete. sqm

13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

13.4. Applying one coat of water thinable cement primer of approved brand and manufacture on wall surfaces. 13.43.1. Water thinable cement primer.

13.4 Finishing wall with water proofing cement paint of approved brand and manufacture of required shade. 13.44.1 . New work (Two or more coat @ 3.84kg/10m2

26.2. Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of sizes 595 x 595mm , having NRC (Noise Reduction coefficient)of 0.50(minimum)as per IS 8225:1987. Light reflectance of 85%(minimum). Non combustible

12.3. Providing and fixing plain multipurpose cement board (Hight pressure steamcured) with suitable screws for cement particle board in celling etc. complete(frame work to be paid seperatately).

Vertical Extension 11.4. 52mm thick cement concrete flooring with concrete hardener topping, under layer 40mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

11.41 A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacture) with water absorption less than 0.08%and conforming to IS: 15622, of approved brand &manufacturer, in all colours and shade laid on 20mm thick cement mortar 1:4(1 cement: 4 coarse sand ) jointing with grey cement slurry @3.3kg/sqm includinggrouting the joints with white cement and matching pigments etc. The tiles must be cut with the zerochipping 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.1Double charge vitrified tile polished finish of size. 11.41A.1.4 Size of Tile 600x 600mm sqm

8.31 Providing and fixing 1st 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 of steps and dados, over12mm thick bed of cementmortar 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.

5.22. Steel reinforcement for R… Work including sraitaning, leaning utting and bending to proper shade plaing in position and binding up to plinth level . 5.22.6. TMT bar fe 500D or more. 5.22.1 Mild steel and Medium Tensile steel bars.

5.9. Centering and shuttering inluding strutting, propping etc end removal of the same ….. 5.9.5. Lintels, beams, plinth beams, girders bressumers and cantilevers.

5.9.6. Columns,Pillars,Posts &Strut Columns

5.9.3. Suspended floors, roofs, landings, balconies and access platform sqm 766.55

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....... 5.2.2 1:1.5:3 (1 cement:1:5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources).

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. 15mm thick cement plaster in single coat on rough side of single or half brick wall. 13.5.1. 1:4 (1Cement:4 Coarse Sand).

13.8. Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufactureer, over the plastered wall surface to prepare the surface even and smooth complete.

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

13.44. Finishing wall with water proofing cement paint of approved brand and manufacture of required shade. 13.44.1. New work (Two or More coat @ 3.84 Kg/10m2

9.1. Providing wood work in frames of doors, windows, clerestory windows 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). 9.1.3 Kiln seasoned and chemically treated hollock wood

13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 Itr/10 sqm of approved brand and manufacture.

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 EPDM rubber/neoprene gasket required (Fitting shall be paid for separately). 21.1.2.1 Anodised aluminium anodised transparent or dyed to required shade according to IS:1868. Minium anodic coating of grade AC 15)

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): 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) window

9.48Providing 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. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.

9.55. Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete: 9.55.2 100 x 58 x 1.90 mm

9.63. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 9.63.3 150x10 mm

9.66. Providing and fixing ISI marked oxidised M.S. handles conforming to IS: 4992 with necessary screws etc. 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 12.45 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. channel 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, as per specification and direction of the Engineer in Charge but excluding the cost of painting with: 12.5 mm thick tapered edge gypsum moisture resistant board sqm

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. 9.48.2 Fixed to openings wooden frames with rawl plugs screws etc.

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

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-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

TOILET 2.8. Earth work in excavation by mechanical means (Hydraulle excavator)/ manual means in foundation trenches or drains (not exceeding 13 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.3 m, meluding getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 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.

4.1.6. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).

11.4. 52 mm thick cement concrete flooring with concrete hardener topping, under 40mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of stens etc complete.

5.22. Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more. 5.22.1. Mild steel and Medium Tensile steel bars

5.9. Centering and shuttering inluding strutting, propping etc end removal of the same...5.9.1. Foundation Footing, base of column etc. For mass concrete. 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6. Columns, Pillars, Posts & Strut

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

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).

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 thick cement plaster in single coat on rough side of single or half brick wall 13.5.1. 1:4.(1 Cement: 4 Coarse Sand).

13.44. Finishing wall with water proofing cement paint of approved brand and manufacture of required shade. 13.44.1. New work (Two or More coat @ 3.84 Kg/10m2

9.1. Providing wood work in frames of doors, windows, clerestory windows 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). Second class teak wood.

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. 9.20.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws.

9.55. Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete. 9.55.2 100 X 58 X 1.90 mm

9.63. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary. 9.63.3 150x10 mm

9.66. Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete:

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.

17.7. 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:

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.

11.19. Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand):

17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern

DEEP TUBE WELL 23.1. Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800(PartI), 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. 23.1.2. Rocky strata including Boulders. 23.1.2.1. 300 mm dia.

23.3. Supplying assembling lowering and fixing in vertical position in bore well unplasticized PVC medium well casingb (CM) pipe of required dia conforming to IS:12818 including required hire and labour charge fittings & accessories etc. all complete for all depths as per direction of Engineer-in - charge. 23.3.2. 150 mm nominal size dia

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

23.12. Development of tube well in accordance with IS:2800(partI)and IS11189to 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. allas per requirement and direction of Engineer -in-charge.

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. 150mm dia

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

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). 18.46.5. 40mm nominal bore.

18.9. Proving and fixing Chlorinated polyvinyI Chloride (CPVC)pipes having thermal stability for hot &cold water supply including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per dirction of Engineer in Charge. 18.9.2 20mm nominal dia Pipes

18.9..3. 25mm nominal dia pipes

18.9.5. 40mm nominal dia pipes

18.19. Providing and fixing gun metal non- return valve of approved quality (screwd end): 18.19.3. 40mm nominal bore 18.19.3.2. Vertical.

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.

4.1.6. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).

5.22. Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more. 5.22.1 Mild steel and Medium Tensile steel bars.

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 do rived from natural source).

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).

13.5. 15 mm thick cement plaster in single coat on rough side of single or half brick wall 13.5.1. 1:4.(1 Cement: 4 Coarse Sand) c) In cement mortar 1:5

19.32. Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

RCC STAGGING 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 o fbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 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... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more. 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 plint level. 5.22A.6. Thermo - Mechanically Treated bars of grade Fe- 500D or more.

5.9. Centering and shuttering inluding strutting, propping etc end removal of the same...5.9.1. Foundation Footing, base of column etc. For mass concrete. 5.9.1. Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

5.9.3. Suspended floors, roofs, landings.

5.9.5. Lintels Beams, Plinth…

5.9.6. Columns , pillars, Posts&Strut

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, 32 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)

6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.12.1 Cement mortar 1:3 (1 cement: 3 coarse sand).

2.25. 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.

6.12. Half brick masonry with common burnt clay P.P.S. (non modular) bricks of class designation 1/6.12 7.5 in foundations and plinth in : 6.12.1. Cement mortar 1:3(1 cement:3 coarse sand).

12.50. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top 2/12.50 coat 15-18 microns, Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and......

11.5 62 mm thick cement concrete flooring with concrete hardener topping under layer 50mm thick cement concrete 1:2:4 (1 cement:2 coars

13.5. , 15 mm thick cement plaster in single coat on rough side of single or half brick wall. 13.5.1. 1:4(1 Cement: 4 Coarse Sand).

13.80. Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall 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

1649. Polyethylene water storage tank with cover and suitable locking arrangement 1000 litre capacity.

Water Pump

ELECTRICAL WORK 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 etc. as required. 1.10.1. Group A.

1.10.2. Group B

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

1.21:- 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 connectionss but excluding modular plate etc. as required. 1.24.1. 5/6 A switch.

1.24.4. 3 pin 5/6 socket outlet

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. 1.28.5 8 Module

1.28.5. 8 Module

1.28.6. 12 module

1.33. :- Supplying and fixing 3 pin ,5Aceiling 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.

1.44:- 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 including copper conductor, single core cable etc. as required.

2.3:- Supplying and fixing following way single pole and neutral, shee steel, MCB distribution board, 240 V on surface /recess,complete with tinned copper bus , neutral bus bar, earth bar, din bar , interconnections , power painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 2.3.1. 6 way, Double door.

2.10:- Supplying and fixing 5Ato 32 A rating, 240/415 V, 10 KA,"C" curve, miniature circuit breaer 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. 2.12.1 40 A

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

5.17:- Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing 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 grol including excavation, sand cushioning, protective covering and refilling the trench etc. as required . 7.1.1 Upto 35 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 tube light etc. as directed by the Deptt. (Bajaj make) Code No. 11249 luminaries type 18 WH white.

MR-3:- Supplying with including fitting fixing of LED Bulb 12 Watt. etc.. as directed by. The Deptt.(LED home lighting Solution.)

MR-4:-Supplying fitting fixing 1.1 KV gd aluminium conductor XLDE insulated armoured PVC outer sheeted conforming to IS- 7098(pt-I)(1988 with latest amendment as applicable make. "Mescab"Considering 100mt length. 4.00 sq. mm 2 Core U.G Cable

MR:- 5- SL. No. 496. Material code 200237 HSN Code . 9028 1 phase 2 wire whole current pre-payment energy meter 240V, 10-60 Aclass 1.0 along with freedom unit and 10 m 4- core telephone wire.

MR-6:- Supplying fitting fixing tubular pole SL NO- 749 Meterial code 101076 HSN code 7308 GI Tubular pole SP 22(8.50mt)APDCL Rate 2022

MR:- 7- Supplying fitting &fixing of street light arm bracket veekay light.

MR-8:- Supplying with fitting and fixing LED street light made up of pressure dic cast housing with prismatic poly carbonate diffuser and individual LEDs with reconday potties and and IP 65 Protection Bajaj make.

Payment to be made to the APDCL Authority for load Security.

RANSAIGWRA BORO