Construction of Auditorium Hall of Baksa Degree College. Baganpara under 25 No. Baganpara MCLA Constituency under the Head Grants to BC for Infrastructure Development Fund for the year 2023-24. (TN_90_12)

Amount

2.8. Earth work tn excvation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceding 1.5 m in width or 10 sqm on plan). includıng dressing of stdes and rammng of bottoms, lift upto l5m, including getting out the excavted soil and disposal of surplus excavated soil as directed, within a lead d 50 m 2.8.1All kinds of soil

11.2. Dry brickon edge flooring in required pattern with bricks of class destgnation 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 on position cement concrete of specified grade excluding the cost of centering and shutting All work up to plinth level Cement 3 coarse sand ( zone-III): 6 graded stone aggregate 20 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 5.22.6 Thermo Mechincally Treaded burs of graded Fe-500D or more

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 Mechincally Treaded burs of graded Fe-500D or more

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 Mechincally Treaded burs of graded Fe-500D or more

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.1 Mild steel and Medium Tensile steel bars

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

5.9.21. Lintels Beams Plinth Beams girders bressuments and Cantilevesr with water proof ply 12 mm thick

5.9.1. Suspended floors landing balconies and access platform

5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering shuttering finshing and reinforcement All work up to plinth level 5.1.2. 1:1:5:3 (1 cement 1.5 coarse sand (zone-III) 3 graded stone aggregate 20 mm nominal size)

10.5. Reinforced cement concrete work in walls (any thickness) including attached pilasters buttress plinth and string course fillets columns pillars piers, abutments posts and struts etc above plinth level up to floor five level excluding cost of centering shuttering finshing and reinfocement 5.2.2. 1:1:5:3 (1 cement 15 coarse sand ( zone-III) 3 graded stone aggregate 20 mm nominal size)

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)

Half brick masonary with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5. in superstructure above plinth level up to floor Vlevel 16.13.2. Cement mortar 1:4 (1 cement 4 coarse sand)

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

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)

13.1 12 mm cement plaster of mix : 13.1.1 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

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

9.1 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). 9.1.1 Second class teak wood

Float glass panes. 9.77.1 4mm thick glass pane (weight not less than 10 Kg/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. 9.48.1 Fixed to steel windows by welding

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

12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m²

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. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m²

12.59 Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with: 12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process.

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.

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm 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 manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

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, levelling & dressing & finishing the top smooth

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 Engineerin- 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

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 Engineerin- 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.

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

13.43 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 water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)

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 ltr/10 sqm of approved brand and manufacture

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.

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

Internal Electrical Works 1.10 Wining 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 cable etc. as required 1.10.2 Group B

1.11 Winng for twin control light point with 1.5 sq mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq mm FRLS PVC insulated copper conductor single core cable etc. as required

1.14 Wining 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. 1.14.1 2 X 1.5 Sq mm + 1 X 1.5 Sq mm earth wire

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

1.14.10 4 X 10 Sq mm + 2 X 6 Sq mm earth wire

1.14.11 4 X 16 sq mm + 2 X 6 sq mm earth wire

1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required

1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1.22.100mmx100mmx60mm deep

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

1.24.2 2 way 5/6 A switch

1.24.3 15/16 A switch

1.24.4 3 pin 5/6 A Socket

1.24.5 6 pin 15/16 A socket

1.24.7 TV antenna socket outlet

1.24.8 Bell push

1 .10 Wiring for light point fan point/ exhaust fan point call bell point with 1.5 sq.mm FRLS PVC nsulated 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 15 sq mm FRLS PVC Insulated copper conductor single core cable etc. as required. 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

1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required

1.27 Supplying and fixing following size/ modules. GI box alongwith modular base & cover plate for modular switches in recess etc. as required 1.27.2 3 Module (100mmX75mm)

1.27.3.4 Module (125mmX75mm)

1.27.4 6 Module (200mmX75mm)

1.27.6 12 Module (200mmx150mm

10/1.28 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required 1.28.2 3 Module

1.28.3. 4 Module

1.28. 4. 6 Module

1.28.6 12 Module

1.31 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc as required

1.32 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc as required

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

1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V. complete as required

2 .3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution 2.3.3 12 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

2.14. 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

5.7 Supplying and laying 6 SWG G1 wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc as required.

6.2 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G 1. tube, having single prong at top, with 85 mm dia 6 mm thick GI. base plate including holes etc. complete as required.

1.41 Installation, testing and commissioning of prewired fluorescent fitting compact fluorescent fitting of all types complete with all accesssories and tube/lamp etc directly on ceiling/wall, including connection with 1.5sqmm FRLS PVC insulated copper conductor, single core cable and earthing etc as required.

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

1.49 Numbering of ceiling fan/exhaust fan/fluorescent fitting as required.

1.50 Installation of exhaust fan in the existing opening, including making good the damages,connection testing and commissining etc. as required 1.50 1 Upto 450mm sweep.

1 .49 LED Bulb

1.51.1 1.50 HP Motor Pump Set

Sanitary Works 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china 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

17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern

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

17.35 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

17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 17.38.1.1 Sand cast iron S&S as per IS - 1729

17.42 Providing and fixing double equal plain junction of required degree. 17.42.1 100x100x100x100 mm 17.42.1.1 Sand cast iron S&S as per IS - 1729

17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 17.43.1.1 Sand cast iron S&S as per IS - 1729

Septic Tank (100 Users) 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 : 4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 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. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

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

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 : 4 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: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand)

13.4 12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse 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

19.18 Supplying and fixing C.I. cover without frame for manholes : 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

WATER SUPPLY WORKS 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 : 18.42.1 Up to 6 metres depth

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. 18.9.7 65 mm nominal inner dia Pipes

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.

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.

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. 18.7.5 40 mm nominal outer 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. 18.8.3 25 mm nominal outer dia Pipes

18.8.1 15 mm nominal outer dia Pipes

18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.16.1 15 mm nominal bore

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

Water Supply Stage 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) : 6 graded stone aggregate 20 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. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

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.

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

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

5.9.21. Lintels Beams Plinth Beams girders bressuments and Cantilevesr with water proof ply 12 mm thick

5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering shuttering finshing and reinforcement All work up to plinth level 5.1.2. 1:1:5:3 (1 cement 1.5 coarse sand (zone-III) 3 graded stone aggregate 20 mm nominal size)

10.5. Reinforced cement concrete work in walls (any thickness) including attached pilasters buttress plinth and string course fillets columns pillars piers, abutments posts and struts etc above plinth level up to floor five level excluding cost of centering shuttering finshing and reinfocement 5.2.2. 1:1:5:3 (1 cement 15 coarse sand ( zone-III) 3 graded stone aggregate 20 mm nominal size)

BOUNDARY WALL 1.1 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

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

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

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

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing 5.22 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 5.9.6 Columns, Pillars. Piers. Abutments, Posts and Struts.

5.9.5 Lintels beams plinth beams, girders, bressumers and cantiliver

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)

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)

12mm cement plaster of mix 13.11 1:4 (1 cement : 4 find sand)

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

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 water proofing cement paint of required shade 13.44.1 New work 13.4 (Two or more coats applied @ 3.84 kg/10 sqm)

Garden Lamp (As per market rate)

IRON GATE 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

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

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

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

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

5.9.5 Lintels beams plinth beams, girders, bressumers and cantiliver with water proof ply 12mm thick.

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)

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

12mm cement plaster of mix 13.11 1:4 (1 cement : 4 find sand)

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

13.44 Finishing walls with water proofing cement paint of required shade 13.44.1 New work 13.4 (Two or more coats applied @ 3.84 kg/10 sqm)

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.

APPROACH ROAD 2.2 Clearing and Grubbing road land including uprooting rank vegetation grass bushes shrubs sampling and trees girth up to 300mm removal) stumps of trees cut earlier and disposal of unerviceable materials and staking of serviseable materials to be use or acutioned up to a lead of 1000m including removal and disposal of top orgenic soil not exceeding 150mm in thickness as per MORTH specification 201. i) By Manual Means (A) In area of non thorny jungle.

3.4 Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (a) from private land

3.14 Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m. as per technical specification clause 303.1 (a) from private land.

4.1 Construction of granular sub-base by providing well graded meterials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per technical specification clause 401 (ii) for grading Il material.

4.7 Water Bound Macadam Sub-base/ base (only for (PMGSY work) WBM Grading 3 Using stone screening Type - A 13.2 mm for Gr 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming,stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual means.

6.7 (A) (i) Interlocking Concrete Block Pavement with Edge Restrain. 6.7 (A) Providing and laying interlocking concrete block pavement(M40) i) a having thickness 80mm as per technical specification clause 1504. a) including Edge block/ Edge restraints.

16.38 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.

10.3 Direction and Place Identification signs upto 0.9 sqm size board A. Retro-reflectorised Traffic Signs (1) Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Traffic Signs 10.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixing over aluminium 10.2 sheeting, 1.5 mm thick supported on a mild steel angle iron post (A) (1) 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm. x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801. (ii) 60 cm equlateral triangle.

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep 16.38/ dug in the ground, mixing the soil with decayed farm yard/sludge 307. mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.

Construction of 1.50m Span RCC Slab Culvert 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A) With crushed stone, (1) PCC Grade M10, (i) Nominal mix 1:3:6

11.4. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B) PCC Grade M15, (1) Nominal mix (1:2.5:5)

11.6. Stone masonry work in cemeent mortar in foundation complete as per drawing and technical specifications Clauses 702,704,1202 & 1203. In 1:4 cement mortar

11.4. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (IV) RCC Grade M20

13.5. Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

12.11. Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

12.9. Providing weepholes in brck masonry/stone masonry, plain/reinforced concrete abutrnent wing wall return wall with 100 mm da AC pipe extending through the full width of the structures with slope of 1(V) :20 (H) towards drawing face conplete as per drawing and tochnical specification Clauses 614. 709. 1204 3.7

12.6. Supplying fitting and plaing TMT (Fe-500 D) reinforcernent bar (From Primary Producer TATA/SAIl/Esser Steel/Jindal steel/Shyam steel/RiINL) in substructrue complete as per drawings and technical specification Clauses 1002 1005, 1010 & 1202.

13.6. Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

13.10. Drainage spouts complete as per drawing and technical specifications 2 Clause 1209.

Ramen Ramchiary