Construction of Approach Road RCC Box Culvert Boundary wall Heavy duty Iron Gate RCC Overhead staging and Bike stand at ADIC Office Complex Bijni Chirang

Amount

Construction of Interloking pavor Road 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. L1-1 x 21.00 x 5.50 x 1.20 = 138.60m3 2x 21x(0.30+1.10/2)x 1.58 = 46.45m3 L2- 1x51.00x5.50x0.30 = 84.15 m3 2x (1.00 + 0.30/ 2) x 0.68 = 0.88 m3 Total 270.08 cm

16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.3 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 L1- 21.00x5.50x0.15 = 17.32 cm L2- 51.00x5.50x0.15 = 42.07 cm Total- 59.39 cm

16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . L1- 21.00x5.50x0.15 = 17.32cm L2- 51.00x5.50x0.15 = 42.07 cm Total - 59.39cm

16.6 Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. 16.6.1 With road roller/ hand roller L1- 21.00x5.50 = 115.50m2 L2- 51.00X5.50 = 280.50M2 Total 396.00m2

16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. L1- 21.00x5.50 = 115.50m2 L2- 51.00X5.50 = 280.50M2 Total 396.00m2

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. L1- 2x21.00x0.40x1.15 = 19.32m3 L2- 2x51.00x0.40x1.15 = 46.92m3 - 2x5.50x0.40x1.15 = 5.06 m3 Total - 71.30 m3

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 ofclass designation 7.5 L1- 21.00 x 0.40 = 8.40m2 L2 - 51.00 x 0.40 = 20.40 m2 - 2x 5.50 x 0.40 = 4.40 m2 Total - 33.20m2

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) (1:3:6) L1- 1 x 21.00x0.20x0.98 = 4.16m3 L2- 1 x 51.00 x 0.20 x 0.98 = 9.99 m3 - 2 x 5.50 x 0.20 x 0.98 = 2.15 m3 Total- 16.30m3

Construction Of RCC Box Culvert 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.

16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

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 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 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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 derived from natural sources)

Construction of Brick Boundary Wall 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. Post - 31x0.80x0.80x1x1 = 19.84cm

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 Post base- 31x0.80x0.80=19.84Sqm Beam base -30x1.70x0.25 = 12.75sqm Total - 32.59sqm

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) Post- 31x0.80x0.80x0.10=1.984cm

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. Post - 31x2x6x0.80=297.6Rm @0.62kg/RM.......184.51kg Post- 31x4x3.40=421.60 RM Beam - 1x4x54.00= 216.00 RM Total- = 6376.00 RM @1.58Kg/RM............1004.40 kg Lintel- 1x4x54.00 = 216.00 RM @0.89kg/Rm.............192.24Kg Post-31x22x1.10=750.20RM Beam- 1x360x1.10= 396.00 RM Lintel- 1x360x0.60=216 RM Total =1362.20 RM @0.39kg/RM.........531.25kg Total ................... =1915.40kg Add 5% for lapping and wastage- =95.77 Grand Total= = 2011.17Kg

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 Post base- 31x4x0.85x0.10 = 10.54m2 Post base - 31x4x0.65x0.15= 12.09m2 Post base-31x4x0.30x0.526= 19.56m2 Total................................= 42.19m2

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 Beam-30x2x1.75x0.35= 36.75 sqm Lintel- 30x2x1.75x0.20= 21.00 sqm Total...........................= 57.75 sqm

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Post - 31x4x0.30x1.82 =78.98sqm - 31x4x0.30x0.45 =16.74 sqm Total ............................= 95.72sqm

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 derived from natural sources) Post- 31x0.60x0.60x0.15=1.674cm " 31x(0.60²+0.25²)/2X0.15=0.983cm Post- 31x0.526x0.25x0.25=1.020 cm Post- 31x0.150x0.25x0.25= 0.872cm Beam- 31x1.75x0.25x0.30= 4.069cm Total..............................=8.618 cm

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) Post- 31x0.25x0.25x1.82=3.526cm

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Lintel - 30x1.75x0.125x0.150=0.984cm

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) 30x1.70x0.23= 11.73sqm

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) Wall- 30x1.75x0.225x0.15= 1.771cm

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 : 6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) 30x1.75x1.65 = 86.63sqm

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) Wall- 2x54.00x1.82 = 196.56 sqm Post- 31x2x1.82x0.075 = 8.46 sqm Top- 1x54.00x0.13= 7.02 sqm Total-...........................= 252.18 sqm

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 Qnty same as plaster - 252.18sqm

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) Qnty same as Plaster =252.18

Heavy Duty Iron Gate With Post 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. Col - 2x1.20x1.20x1.20 = 3.45cm Beam- 1x5.50x0.25x0.42=0.57cm Total= 4.02m2

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 Col- 2x1.20x1.20= 2.88m2 Beam - 1x5.50x0.25 = 1.38 m2 Total - 4.26m2

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) Col- 2x1.20x1.20x0.10 = 0.288cm

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. Col Jali - 2x2x9x1.10 = 39.60Rm @0.62kg/RM.......24.55kg Col- 2x8x3.50= 56.00 RM Bean - 1x6x6.20= 37.20 RM Total- = 93.20 RM @1.58Kg/RM............147.25kg Col- 2x23x1.40 = 64.40 RM Beam- 1x37x1.20= 44.40 RM Total =108.80 RM @0.39kg/RM.........42.43kg Total ................... =214.23kg Add 5% for lapping and wastage- =10.71 Grand Total= = 224.94Kg

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 Col base- 2x4x1.00x0.15 = 1.20m2

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 Beam-1x2x5.50x0.35= 3.85m2

5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Col - 2x4x2.78x0.4 = 8.89m2 Cap - 2x4x0.60x0.15 = 0.72m2 Bottom- 2x4x0.60x0.15 = 0.72 m2 Total ............................= 10.33m2

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 derived from natural sources) Col base- 2x1.00x1.00x0.15 = 0.30cm - 2x (1.00² + 0.32²)/2x 0.20=0.22cm Col- 2x2.78x0.35x0.35 = 0.68 cm Cap - 2x0.60x0.60x0.121 = 0.09cm Beam- 1x5.50x0.25x0.35 = 0.48cm Total..............................=1.77cm

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) Col- 2x4x2.07x0.35 = 5.79m2 Cap- 2x4x0.60x0.121 = 0.58m2 Top- 2x0.60x0.60 = 0.72m2 Bottom- 2x4x0.60x0.121 = 0.58m2 Total-...........................= 7.67m2

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 Qnty same as plaster - 7.67m2

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) Qnty same as Plaster =7.67m2

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. Gate-m 1x 5.50 x1.75 = 9.62m2 @30kg/m2...................288.60kg

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1 On steel work 2x5.50x1.75 = 19.25m2

Construction Of RCC Overhead 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 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. Col - 4 x 1.50 x 1.50 x 1.63 = 14.67 cm

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 Col- 4 x 1.50 x 1.50 = 9.00 m2 floor - 3.85 x 2.69 = 10.35 m2 Total - 19.35m2

4.14 Extra for concrete work in superstructure above floor V level for each four floors or part thereof. Col - 4 x 1.50 x 1.50 0.10 = 0.90 m3 Floor - 1 x 3.35 x 2.19 x 0.10 = 0.73m3 Total - 1.63m3

5.225.22 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. 10 mm dia Col. 4x2x11x1.50 = 132.00 RM Slab 1x20x3.60 = 72.00 RM - 1x29x2.44 = 70.76 RM Total - 274.76 RM @0.62kg/RM….170.35kg 16mm dia Col. 4x6x13.25=138.00RM Bean 8x6x3.60=172.80 RM 9x6x2.40=129.60 RM Ladder 38x0.60=22.80 RM 643.20 RM @ 1.58kg/RM………………………1016.25kg 12mm dia Fc- 2x4x1.25=10.00 RM @ 0.89kg/RM…………………………….8.9kg 8mm dia stirrup Col – 4x84x1.00=336.00 RM Fc 2x7x1.00=14.00 RM Bean- 2x4x23x1.10 = 202.40 RM 2x4x15x1.10=132.00 RM 684.40 RM @0.39kg/RM……………………………….266.91kg Total 1462.41kg Add 5% for lapping & wastage – 73.12 kg Grand Total = 1535.53kg

5.9 Centering and shuttering including strutting, propping etc. and removl of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Col base 4x4x1.55x0.15=3.72m2 col footing - 4x4x0.28x1.28= 5.73m2 Total 9.45m2

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers beam side 8x2x3.35x0.30=16.08m2 beam bottom 8x1x3.35x0.30 =8.04m2 beam side- 9x2x2.19x0.30= 11.82m2 beam bottom-9x1x2.19x0.30=5.91m2 Total 41.85m2

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts col- 4x4x11.20x0.30=53.76m2 Fc- 2x4x1.20x0.30 = 2.88m2 Total. 56.64m2

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 derived from natural sources) col footing-4x1.30x1.30x0.15=1.01cm col footing-4x(1.30x1.30)+ (0.25x0.25)/2 x 0.20 = 0.69cm col footing-4x1.20x0.25x0.25=0.30cm Col- 4x11.20x0.25x0.25=2.80cm Fc- 2x1.20x0.25x0.25=0.15cm Total- =5.01cm

Beam,slab,balcony 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Bean- 8x3.35x0.25x0.30=2.01cm Bean- 9x2.19x0.25x.30=1.48 Slab- 1x3.85x2.69x0.125=1.29 Total- =4.78cm

13.4 12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand) Col-4x4x0.25x11.20=44.80m2 Fc- 2x4x0.25x1.20=2.40m2 Bean- 8x2x3.35x0.30 = 16.08 m2 8x2x3.35x0.25=13.40m2 Bean- 9x2x2.19x0.30 = 11.82 m2 9x2x2.19x0.25 = 9.85m2 Slab bottom- 1x3.35x2.19=7.33m2 Total =105.68

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate. Bottom- 3.85x2.69 = 10.35m2 Slab - 3.85x2.69 = 10.35m2 Total ....................20.70m2

10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 40mm dia pipe 2x4x3.85 = 30.8 RM 2x4x2.69 = 21.52 RM Total . 52.32 RM @3.57kg/RM......186.78kg

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 Quantity same as Plaster 105.68m2

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) Quantity same as plaster- 105.68 @Rs 97.60/m2.............10314.00

4.17 Making plinth protection 50mm thick of cement concrete 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) 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. 2x5.00x0.70 = 7.00m2 2x2.44x0.70= 3.41m2 Total. 10.41m2

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1 On steel work Ms pipe- 2x4x3.60x0.125=3.60m2 - 2x4x2.69x0.125= 2.69m2 Total - 6.29m2

Construction Of Garrage / Bike Stand 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. Col- 9x0.80x0.80x1.00=5.76CM Ramp- 2x1.50x0.25x0.35= 0.225CM Ramp- 1x8.00x0.25x0.30= 0.6 CM Total..............................= 6.585CM

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 Col- 9x0.80x0.80 = 5.76m2 Floor- 2x3.75x4.75 = 35.62m2 Ramp- 2x1.50x0.25 = 0.75m2 . 1x8.00x0.25 = 2.00m2 - 1x8.00x1.50 = 12.00m2 Total..................... = 56.13m2

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 : four floors or part thereof. 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) Col- 9x0.80x0.80x0.10 = 0.576 m3 Ramp- 2x1.50x0.25x0.10 = 0.075m3 - 1x8.00x0.25x0.10= 0.20m3 Total...............................= 0.851m3

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. Col- 2x9x6x0.80 = 86.4 RM @0.62kg/RM..............53.56kg Col- 3x4x4.75 = 57.00 RM - 3x4x4.55= 54.60 RM - 3x4x4.35 = 52.20 RM Beam - 2x4x8.25 = 66.00 RM - 3x4x5.25 = 63.00 RM Total-.................= 292.80 RM @1.58kg/RM...............462.62kg Port plate- 2x4x8.25 = 66.00RM - 3x4x5.25 = 63.00 RM Total.......................= 129.00RM @0.89kg/RM..............114.81kg Total qnty...................=603.99kg

5.9 Centering and shuttering including strutting, propping etc. and removl of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Col base- 9x4x0.65x0.15= 3.51m2 - 9x4x0.53x0.30 = 5.08m2 - 9x4x0.45x0.30= 4.86 m2 Total.............................= 13.45m2

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Col- 3x4x3.00x0.25 = 9.00m2 - 3x4x2.80x0.25 = 8.40m2 - 3x4x2.60x0.25 = 7.80m2 Total-....................= 25.20m2

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Beam- 4x2x3.75x0.25 = 7.50m2 Beam- 6x2x2.25x0.25 = 6.75m2 Port Plate- 4x2x3.75x0.20 = 6.00m2 - 6x2x2.25x0.20= 5.40m2 Total-..............................= 25.65m2

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) Col-9x0.60x0.60x0.15 = 0.486m3 - 9x(90.60²+0.25²/2)x0.15 = 0.283m3 - 9x0.53x0.25x0.25 = 0.298 m3 - 9x0.20x0.25x0.25 = 0.112 m3 Beam- 4x3.75x0.25x0.25 = 0.937 - 6x2.25x0.25x0.25 = 0.843 Total.............................= 2.959CM

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) Col- 3x3.00x0.18x0.18 = 0.291 CM Col- 3x2.80x0.18x0.18 = 0.272 CM Col- 3x2.60x0.18x0.18 = 0.252 CM Port Plate-4x3.75x0.125x0.18=0.337 - 6x2.25x0.125x0.18 = 0.303 CM Total-.........................= 1.455 CM

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) Wall- 4x3.75x0.225x0.20 = 0.675 CM - 6x2.25x0.225x0.20= 0.6075 CM Ramp- 2x1.50x0.225x0.65=0.219 CM - 1x8.00x0.225x0.20= 0.36 CM Total...............................= 1.861 CM

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 : 6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) 2x3.75x1.20 = 9.00 m2 4x2.25x1.20 = 10.80m2 Total-.........= 19.80m2

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) Wall- 2x2x3.75x1.20= 18m2 Wall- 2x4x2.25x1.20= 21.6 m2 Col - 3x4x0.125x1.80 = 2.7m2 Col- 3x4x0.125x2.80 = 4.2m2 Col- 3x4x0.125x2.60 = 3.9 m2 Port Plate- 2x4x3.75x0.125 = 3.75m2 - 2x4x3.75x0.180 = 5.4m2 - 2x6x2.25x0.125 = 3.375 m2 - 2x6x2.25x0.180 = 4.86m2 Total-.....................= 67.185m2

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 1x8.00x0.45 = 3.60m2 2x5.00x0.45 = 4.50 m2 Total.........=8.10m2

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. 2x4.75x3.75 = 35.62 m2 Ramp- 1x8.00x1.00 = 8.00m2 Total-....................= 43.625m2

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 Raftar- 60x40mm;2.9mm Thick 5x5.90 = 29.50 RM 5x1.20 = 6.00 RM Total.....35.50RM @5.03kg/RM..........178.50kg 8x8.90 = 71.20 RM @ 3.81 kg/RM..........271.27kg Total-......................= 449.83

12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 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, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. 9.45x6.65 = 62.84 m2 9.45x0.80 = 7.56m2 Total........= 70.40m2

12.66 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, 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 SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : 12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm) 1x9.45 = 9.45 RM

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 Qnty Same as Plaster= 67.185m2

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) Qnty same as plaster = 67.185m2

2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Ramp- 7.75x4.75x0.45 = 16.56CM Ramp- 7.75x1.00x0.45/2 = 1.74 CM Total............................= 18.30CM

DHARAMSING NARZARY

PINKU NARZARY