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| 1 | Items : |
| 2 | EARTHWORK IN EXCAVATION Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level.(a) In ordinary soil 24*1.5*1.5*1.5=812*1.2*1.2*1.5=4.324*3*1.5*1.5=27 |
| 3 | Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete.(a).Brick on flat soling.24*1.5*1.5=542*1.2*1.2=2.88 4*3*1.5=181*20*16=320 |
| 4 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(a) In prop 1cement: 4 sand :8 coarse aggregate by volume 24*1.5*1.5*0.075=4.052*1.2*1.2*0.075=0.22 4*3*1.5*0.075=1.35 |
| 5 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL b) Other ISI approved TMT reinforcement bar Foundation jalli24*20*1.40*0.89=598.08 2*16*1.10*0.89=31.33 Combine footing (Main bar)4*40*1.80*0.89=256.32Distribution bar4*20*3.30*0.89=234.96column reinforcement33*4*6.80*1.58=1418.21 33*4*6.80*0.89=798.86 Tie Beam 4*6*20.59*1.58=780.77 kg Lapping 4*12*0.80*1.58=60.67kg Tie Beam5*6*16.64*1.58=788.74 kg Lapping 5*6*0.80*1.58=37.92kg Tie Beam2*6*14.19*1.58=269.04 kgLapping 2*6*0.80*1.58=15.17 kgTie Beam1*6*12.94*1.58 =122.67 kg Lapping1*6*0.80*1.58=7.58 kgTie Beam1*6*5.49*1.58=52.05 kg Tie Beam1*6*4.34*1.58=41.14 kg Landing Beam1*5*3.64*1.58=28.76 kg Stair Case(Main Bar) Ist Flight1*25*4.75*0.89=105.69 kg Distribution Reinforcement1*64*2.40*0.62=95.23 kg2 nd flight 1*25*4.75*0.89=105 kg1*64*2.40*0.62=95.23 kgSlab Beam4*6*20.59*1.58=780.77 kg 4*12*0.80*1.58=60.67 kg Laping5*6*16.64*1.58=788.74 kg 5*6*0.80*1.58=37.92 kg2*6*14.19*1.58=269.04kg2*6*0.80*1.58=15.17 kg 1*6*12.94*1.58=122.67 kg1*6*0.80*1.58=7.58 kg1*6*5.49*1.58=52.05 kg 1*6*4.34*1.58=41.14 kg Over Head Room Column 4*8*3.85*1.58=194.66kg Over Head Room Slab Beam 2*5*4.79*1.58=75.68 kgSlab Reinforcement (Main Bar) 1*288*18.30*0.62=3267.65 kgLapping 1*576*0.50*0.62=178.56 kg Distribution Reinforcement1*236*22.25*0.62=3255.62 kgLapping 1*472*0.50*0.62=146.32 kgOver Head slab main bar1*74*5.00*0.62=229.40kgDistribution Bar1.58*6.15*0.62=221.15 kg Lintel 7*4*5.00*0.62=86.80 kg 3*4*4.50*0.62=33.48kg 5*4*3.50*0.62=43.40kg 6*4*3.30*0.62=49.10kg 1*4*2.00*0.62=4.96kg3*4*4.80*0.62=35.71kg1*4*1.40*0.62=3.47kg 1*4*2.20*0.62=3.46 kg1*4*1.90*0.62=4.71kg1*4*2.50*0.62=6.20kg 3*4*1.60*0.62=11.90kg3*4*4.30*0.62=31.99kg 1*4*4.00*0.62=9.92kg 2*4*4.00*0.62=19.84kg1*4*5.10*0.62=12.65kg2*4*5.20*0.62=25.79kgChajja10*20*1.00*0.62=124.00kg10*6*2.40*0.39=56.16kgCounter Slab 1*59*1.20*0.62=43.90kg 1*13*6.10*0.62=49.17kg T=16347.52 kgT=162.49 Qt |
| 6 | l(c)ISI approved Mild steel reinforcement bar(M.S.Bar) Column 33*43*1.02*0.39=564.48kg 33*43*0.76*0.39=420.59 kg Tie Beam2*1535*1.02*0.39=1221.25 kgStair Beam 1*20*1.02*0.39=7.96 kg Landing Beam1*20*1.02*0.39=7.96 kgLintel 1*1535*0.50*0.39=299.33 kg Slab beam 1*1535*1.02*0.39=610.62 kgT=3132.18 kgT=31.32 kg |
| 7 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank 25*4*1.40*0.30=42.00 m2 2*4*1.20*0.30=2.88 m23*2*2.90*0.30=5.22 m23*2*1.40*0.30=2.52 m2T=52.62 m2 |
| 8 | Sides of tie beams, grade beams etc. at or below ground level.(b) Using 25mm thick plank Tie beam 12*2*4.45*0.30=32.04 m2 3*2*3.95*0.30=7.11 m26*2*2.95*0.30=10.62m2 2*2*4.65*0.30=5.58m2 6*2*4.20*0.30=15.12m2 6*2*3.70*0.30=13.32m2 8*2*2.70*0.30=12.96m2 2*2*3.50*0.30=4.20m2 4*2*1.20*0.30=2.88m22*2*3.40*0.30=4.08m2T=107.91m2 |
| 9 | Columns, Pillars, Posts & Strut(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face (ii) Using 25mm thick plankColumn33*2*5.00*0.30=99.00m2 33*2*5.00*0.25=82.50m21*2*0.15*3.60=1.08m2 T=182.58 m2 |
| 10 | Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.(ii) Using 25mm thick plank Stair Beam1*2*2.40*0.30=1.44m2 Landing beam1*1*2.40*0.25*=0.60m2 1*2*2.40*0.20=0.96m2 Slab Beam12*1*4.45*0.25=1.35m2 12*2*4.45*0.20=21.36m25*1*3.95*0.25=4.94m25*2*3.95*0.20=7.90m21*1*5.45*0.25=1.36m2 1*2*5.45*0.20=2.18m26*1*2.95*0.25=4.43m2 6*2*2.95*0.20=7.08m26*2*2.95*0.20=7.08m2 6*1*4.20*025=6.30m2 6*2*4.20*0.20=10.08m2 6*2*3.70*0.20=8.88m2 8*1*2.70*0.20=5.40m2 8*2*2.70*0.20=8.64m2 4*1*1.20*0.25=1.20m24*2*1.20*0.20=1.92m22*2*4.65*0.20=3.72m22*1*3.40*0.25=1.70m2 2*2*3.40*0.20=2.72m2 Lintel7*2*4.70*0.15=9.87m23*2*4.20*0.15=3.78m2 5*2*3.20*0.15=4.80m26*2*3.00*0.15=5.40m2 1*2*1.76*0.15=0.53m2 3*2*4.53*0.15=4.05m2 1*2*1.16*0.15=0.35m2 1*2*1.93*0.15=0.85m2 1*2*1.63*0.15=0.49m2 1*2*2.24*0.15=0.67m2 3*2*1.39*0.15=1.25m23*2*4.00*0.15=3.60m2 1*2*3.80*0.15=1.14m2 2*2*3.70*0.15=2.22m21*2*4.83*0.15=1.45m22*2*4.90*0.15=2.94m2 T= 167.15m2 |
| 11 | Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. (a) Floors etc. upto 200mm in thickness. (ii) Using 25mm thick plank Slab 1*20.85*17.15=357.58 m2 Landing 1*2.55*1.35=3.44 m2 Waist slab2*3.35*1.12=7.50 m2 Chajja10*2.40*0.50=12.00 m2 1*5.88*1.20=7.06 m2 T=387.58 m2 |
| 12 | Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.b) M20 grade concrete or Prop. 1:1.5:325*1.40*1.40*0.30=14.70 m22*1.20*1.20*0.30=0.86 m23*2.90*1.40*0.30=3.65 m2 Column33*1.70*0.25*0.30=4.21 m2Tie Beam12*4.45*0.25*0.30=4.01 m2 6*3.95*0.25*0.30 =1.78 m2 6*2.95*0.25*0.30=1.33 m2 2*4.65*0.25*0.30=0.70 m26*4.20*0.25*0.30=7.89m2 6*3.70*0.25*0.30=1.67 m28*2.70*0.25*0.30=1.62 m2 2*3.50*0.25*0.30=0.53 m2 4*1.20*0.25*0.30=0.36 m2 2*3.40*0.25*0.30=0.51 m2T37.80 m2 |
| 13 | (B)In super structure from plinth level up to 1st floor level. b) M20 grade concrete or Prop. 1:1.5:3 Column33*3.30*0.25*0.30=8.17 m2 Lintel 7*4.70*0.15*0.15 =0.28 m23*4.20*0.15*0.15=0.28 m25*3.20*0.15*0.15=0.36 m2 6*3.00*0.15*0.15=0.41 m2 1*1.76*0.15*0.15=0.04 m23*4.50*0.15*0.15=0.30 m21*1.16*0.15*0.15=0.03m21*1.93*0.15*0.15=0.04m2 1*1.63*0.15*0.15=0.04m2 1*2.24*0.15*0.15=0.05m2 3*1.39*0.15*0.15=0.09m23*4.00*0.15*0.15=0.27m21*3.80*0.15*0.15=0.09m2 2*3.70*0.15*0.15=0.17m2 1*4.83*0.15*0.15=0.11m2 2*4.90*0.15*0.15=0.22m2Slab Beam 12*4.45*0.25*0.30=4.01m2 5*3.95*0.25*0.30=1.48m21*5.45*0.25*0.30=0.41m2 6*2.95*0.25*0.30=1.33m26*4.20*0.25*0.30=1.89m26*3.70*0.25*0.30=1.67m2 8*2.70*0.25*0.30=1.62m24*1.20*0.25*0.30=0.36m2 2*4.65*0.25*0.30=0.70m22*3.40*0.25*0.30=0.51m2Slab1*17.15*0.10=35.76m2Landing1*2.55*1.35*0.10=0.34m2 Waist slab 2*3.35*1.12*0.10=075m2Chajja10*2.40*0.50*0.10=1.20m2Counter Slab 1*5.88*120*0.10*0.71m2 T=64.12 m2 |
| 14 | Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b). In proportion 1:4. 12*4.45*0.25*0.30=4.01m2 6*3.95*0.25*0.30=1.78m26*2.95*0.25*0.30=1.33m2 2*4.65*0.25*0.30=0.70m2 6*4.2*0.25*0.30=1.89m2 6*3.7*0.25*0.30=1.67m2 8*2.70*0.25*0.30=1.62m2 2*3.50*0.25*0.30=0.53m2 4*1.20*0.25*0.30=0.36m22*3.40*0.25*0.30=0.51m2Step 1*3.00*1.20*0.15=0.54 m2 1*3.00*0.90*0.15=0.41 m21*3.00*0.60*0.15=0.27 m2 1*3.00*0.30*0.15=0.14m21*4.95*1.20*0.15=0.89 m21*4.95*0.90*0.15=0.67 m2 1*4.95*0.60*0.15=0.45 m21*4.95*0.30*0.15=0.22 m2 T =17.96 m2 |
| 15 | Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed.7*4.70*0.15=4.94 m23*4.20*0.15=1.89 m2 5*3.20*0.15=2.40 m2 6*3.00*0.15=2.70 m21*1.76*0.15=0.26 m2 3*4.50*0.15=2.03 m21*1.16*0.15=0.17 m2 1*1.93*0.15=0.29 m2 1*1.63*0.15=0.24 m2 1*2.24*0.15=0.34 m23*1.39*0.15=0.63 m23*4.00*0.15=1.80 m21*3.80*0.15=0.57 m22*3.70*0.15=1.11 m21*4.83*0.15=0.72 m2 2*4.90*0.15=1.47 m2 T=21.56 m2 |
| 16 | 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paidseparately)(A) 112mm thick brick wall(a) In cement mortar in proportion 1:5. (1 cement:5 sand) 7*4.70*2.85=93.77 m23*4.20*2.85=35.91 m2 5*3.20*2.85=45.60 m26*3.00*2.85=51.30 m21*1.76*2.85=5.02 m23*4.50*2.85=38.48 m21*1.16*2.85=3.31 m2 1*1.93*2.85=5.50 m21*1.63*2.85=4.65 m2 1*2.24*2.85=6.38 m2 3*1.39*2.85=11.88 m2 3*4.00*2.85=34.20 m21*3.80*2.85=10.83 m23*3.70*2.85=21.09 m2 1*4.83*2.85=13.77 m2 2*4.90*2.85=27.93 m21*5.88*1.20=7.06 m24*1.11*1.20=5.33 m2Deduction Opening D 1*1.20*-2.10=-2.52 m2 D1 3*0.90*-2.10=-5.67 m2 D28*0.75*-2.10=-12.60 m2 W11*1.35*-1.35=-20.05 m2 V12*1.35*-0.45=-7.29 m2 V1 6*0.90*-0.45=-2.43 m2 V2 2*0.45*-0.45=-0.41 m2 T =371.02 m2 |
| 17 | Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. 1*18.75*14.70*0.60=165.38 m2 |
| 18 | 40 mm thick cement concrete floor consisting of 25 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 12.5 mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) finished with a floating coat of neat cement finish using cement slurry for bond @ 2.75 kg. per square metre of floor area , wearing layer is to be laid in panels including curing etc. complete as directed. 1*18.75*14.70=275.63 m2 |
| 19 | Providing wood work in frame (chowkaths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified.(b)With 1st class timber (Bonsum/ Sundi) D 2*2.10*0.100*0.075=0.03 m3 1*1.20*0.100*0.075=0.01 m36*2.10*0.100*0.075=0.09 m33*0.90*0.100*0.075=0.02 m3 T =0.16 m3 |
| 20 | Providing and fixing flush door shutters solid core construction with frame of 1st class hard wood with cross band and face veneered ply wood face panels conforming to relevent I.S code including oxidised iron butt hinges (100mm x 75mm x 3.5mm) 6 nos with necessary wood screws.a) Decorative type face panel and block board core. (ii) 35 mm thick . D1*2.10*1.20=2.52 m2 D13*2.10*0.90=5.67 m2 T = 8.19 m2 |
| 21 | P.V.C. DOORS & DOOR FRAMESProviding, fitting and fixing 40mm x 48mm wood reinforced PVC chowkhats fixed to the columns / stiffeners / walls with necessary holdfast / sleeves etc. as specified and directed at all levels. 8*2*2.10=33.60m2 8*1*0.75=6.00m2 T=39.60m2 |
| 22 | Providing, fitting and fixing 24mm/ 29mm thick polymer reinforced moulded PVC door shutters fixed to the chowkath with necessary hinges, screws, bolts etc. as specified and directed at all levels (Door fixtures and fittings to be measured and paid seperately)a) 24mm thick8*2.10*0.75=12.60 m2 |
| 23 | Providing, fitting and fixing steel windows of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, steel handles, pegs, stays of 300mm long etc. complete including providing 12mmx12mm sq. bars duly welded to steel frame at not more than 12cm c/c applying a priming coat of red-lead paint etc. complete as per drawing. a) OpenableW 11*1.35*1.35=20.0475 m2 |
| 24 | Providing, fitting and fixing steel ventilators (openable) of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, handles, pegs, stays of 300mm long etc. complete including providing 2nos. of 12mmx12mm sq. bars (horizontal) duly welded to steel frame and applying a priming coat of red oxide paint etc. complete as per drawing. V2*1.35*0.45=7.29 m2 V1 6*0.90*0.45=2.43 m2V22*0.45*0.45=0.41 m2 T=10.13 m2 |
| 25 | 10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises orrounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. 1:4 (1 cement: 4 fine sand)7*4.70*3.30=108.58 m2 3*4.20*3.30=41.58 m25*3.20*3.30=52.80 m2 6*3.00*3.30=59.40 m21*1.76*3.30=5.81 m23*4.50*3.30=44.55 m21*1.16*3.30=3.83 m2 1*1.93*3.30=6.37 m21*1.63*3.30=5.38 m2 1*2.24*3.30=7.39 m23*1.39*3.30=13.76 m23*4.00*3.30=39.60 m21*3.50*3.30=12.54 m2 2*3.70*3.30=24.42 m2 1*4.83*3.30=15.94 m2 Slab 2*4.90*3.30=32.34 m2 1*20.85*17.15=357.38 m2 1*2.55*1.35=3.44 m2 2*3.35*1.32=7.50 m2 10*2.40*0.50=12.00 m22*5.88*1.20=14.11 m28*1.11*1.20=10.66 m2Deduction Opening D1*1.20*-2.10=-2.52 m2D1 3*0.90*-2.10=-5.67 m2 D 28*0.75*-2.10=-12.60 m2 W 11*1.35*-1.35=-20.05 m2 V 12*1.35*-0.45=-7.29 m2 V1 6*0.90*-0.45=-2.43 m2V22*0.45*-0.45=-0.41 m2 T= 828.61 m2 |
| 26 | 10 mm thick Cement plaster in single coat on single or half brickwall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4 7*4.70*3.30=108.57m23*4.20*3.30=41.58 m2 5*3.20*3.30=52.80 m2 6*3.00*3.30=59.40m21*1.76*3.30=5.81 m2 3*4.50*3.30=44.55 m2 1*1.16*3.30=3.83 m2 1*1.93*3.30=6.37 m21*1.63*3.30=5.38 m21*2.24*3.30=7.39 m2 3*1.39*3.30=13.76 m23*4.00*3.30=39.60 m21*3.80*3.30=12.54 m2 2*3.70*3.30=24.42 m2 1*4.83*3.30=15.94 m2 2*4.90*3.30=32.34 m2 T=474.28 m2 |
| 27 | VITRIFIED TILESA) ONFLOORProviding VITRIFIED floor tiles of approved quality of specified size, shape and thickness not less than 18mm on floors, skirtings, risers and treads of steps over 15 mm thick base ofcement mortar in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey/Sika/Pedelite/Rouf) / white cement slurry mixed with approved pigment to match shade of tiles, mixed with approved pigment to match the shade of the tiles, complete at all levels as specified and directed.(Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department)a) Normal rangeii) Of size 600mmx600mm and above1*19.88*4.38=87.07 m2 1*6.88*3.88=26.69 m21*12.88*4.00=51.52 m2 1*10.48*3.00=31.44 m21.6.28*4.68=29.39 m21*9.28*5.88=54.57 m2 1*13.66*1.44=19.67 m2T=300.36 m2 |
| 28 | B)ONWALLS Providing polished vitrified wall tiles of approved quality, size, shape and thickness not less than 8mm on walls and skirtings over cement mortar bed 10 mm thick in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey/Sika/Pedelite/Rouf)/white cement slurry mixed with approved pigment to match shade of tilesc complete at all levels as specified and directed. (coloured pigment should be in conformity with colour of tiles and as approved and directed by the department).i) Of size 300mmx450mm and above2*1.51*1.00=3.02 m22*2.88*1.00=5.76 m24*1.51*1.00=6.04 m2 4*1.16*1.00=4.46 m2 2*3.26*1.00=6.52 m2 2*1.29*1.00=2.58 m22*1.68*1.00=3.36 m22*1.64*1.00=3.28 m2 4*1.38*1.00=5.52 m24*0.78*1.00=3.12 m24*2.23*1.00=8.92 m2 4*1.08*1.00=4.32m2 Deduction opening D2 7*0.75*-1.20=-6.30 m2 T=50.78 m2 |
| 29 | PARTITION WALLSProviding, fitting and fixing anodised aluminium hollow section of size 63.50mm x 38.10mm x 2.5mm thick foraluminium frame partition wall of approved brands, withframes of a maximum spacing of frame 1.20m jointsmitred and jointed with SS screws (manufactured torelevant I.S. specification) and providing and fitting anglecleat, rubber gasket, bolting device screws etc. at alllevels. ( Glazing and Pre laminated board to bemeasured and paid separately ) (i) In Normal Anodised Aluminium Section 4*2.91*1.20=13.97 m2 1*1.55*1.20=1.86 m21*2.16*1.20=2.59 m2 2*2.24*1.20=5.38 m2 1*2.20*1.20=2.64 m2 1*6.51*1.20=7.81 m21*4.11*1.20=4.93 m21*3.93*1.20=4.73 m21*2.91*1.20=3.49 m21*1.20*1.20=1.44 m21*5.67*1.20=6.80 m21*3.61*1.20=4.33 m2T =59.98 m2 |
| 30 | Red oxide plaster skirting with top layer of 5 mm thick cement plaster of cement mix using 3.5 kg. red oxide of iron per 50kg of cement in proportion1:3 (1 cement: 3 coarse sand) finished with afloating coat ofcement red oxide mix of same proportion.(a) 15 mm thick with under layer of 10 mm thick cement plaster.2*20.25*0.60=24.30 m2 2*16.35*0.60=19.62 m2 1*4.95*1.20=5.94 m2 1*3.00*1.20=3.60 m24*4.95*035=2.97 m24*3.00*0.15=1.80 m22*1.20*0.15=0.36 m2 4*0.90*0.15=0.54 m2 4*0.60*0.15=0.36 m2 4*0.30*0.15=0.18 m2 T=59.67 m2 |
| 31 | Providing plinth protection with bricks flat laid in cement mortar 1: 4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish. 2*20.25*0.60=24.30 m22*16.33*0.60=19.62 m2T= 43.92 m2 |
| 32 | Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. 1*150.00=150 RM |
| 33 | Providing polished granite tiles of approved quality, size, shape and thickness not less than 18 mm on floors, skirtings, risers and treads of steps over 15 mm thick base ofcement mortar in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey/Sika/Pedelite/Rouf) / white cement slurry mixed with approved pigment to match shade of tiles, mixed with approved pigment to match the shade of the tiles, complete at all levels as specified and directed. (Cement plastering to be measured and paid separately). (Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department) (ii) With White cement1*5.88*1.20=7.06 m2 |
| 34 | Providing and fixing in position collapsible M.S. shutters with vertical channels 20mmx10mmx2mm braced with flat iron diagonals 20mmx5mm size with top and bottom rails of T-iron 40mmx40mmx6mm with 38mm dia steel pulleys complete with bolts and nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint. 1*1.50*2.70=4.05 m2 |
| 35 | DISTEMPERINGc) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wallsurfaceto givean evenshade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. 1036.56 m2 |
| 36 | CEMENT PAINT & PRIMER a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. 241.56 m2 |
| 37 | b) Finishing wall with water proofing cement paint of approvedbrand and manufacture and of required shade on new wall surface (two coats) to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials. 241.56 m2 |
| 38 | Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping.(i).Surfaces over 100mm in width or girth. D1*2.10*1.20=2.52 m2D112*1.35*0.45=7.29 m2 T=8.19 m2 |
| 39 | Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. (i).Surfaces over 100mm in width or girth.W 11*1.35*1.3520.05V12*1.35*0.45=7.29 m2V1 6*0.90*0.45=2.43 m2V2 2*0.45*0.45=0.41 m2T= 30.17 m2 |
| 40 | ALUMINIUM FITTINGS Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete.( anodised to bright natural matt & satin finished )a) Sliding door bolts i) 300mm x 16mm 4Each |
| 41 | b) Tower boltsii) 250mm x 12mm 24 Each |
| 42 | c)Door handlesiii) 150mm 24 Each |
| 43 | g) MS butt hinge iii) 100mm x 63mm x 4mm72Pair |
