ABSTRACTABSTRACT OF COST OF COMPUTER ROOM SIZE 26'-3"X21'-0" WITH 6'-0" VARANDAH RMSA 2014-15S.N.Description of ItemQtyRateUnitPremium%Total rateAmount1Earth work in excavation in foundations, trenches etc. in all kinds of soil not exceeding 2 meter depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6)50.261108.10% cum42558.1829242Earth filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth in 15 cm layer including ramming watering and consolidating lead upto 30 metres. (HSR 6.13a)16.75343.40% cum37016.142703Earth filling under floors from all leads and lifts including ramming watering and consolidating complete. [N.S]13.33100.00cum-100.0013334Cement concrete 1:8:16 with stone ballast aggregate 40 mm nominal size in foundation and plinth.(HSR10.28)13.11318.65cum4501752.58229765Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respect. (HSR 10.86+10.95a)5.021188.75cum4506538.13328216Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement and including centring and shuttering laid in position, complete in all respects. (HSR10.90+10.95a)1.25774.00cum4504257.0053217Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degrees with horizontal excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.(HSR 10.82+10.95a)8.701084.80cum4505966.405190882 coats of bitumen 20/30 penetration at 1.65 kg. per sqm. On plinth beam laid hot and sanded (NS) Note under HSR-10.115)8.208.45sqm45046.483819First class brick work laid in cement sand mortar 1:6 in foundation and plinth. [HSR 11.2]23.30393.45cum6002754.156417210First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.5)Verandah pillar1.45424.60cum6002972.20431011First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 meters above plinth level (HSR 11.7)17.01414.45cum6002901.154934912First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.[HSR-11.9]3.83445.60cum6003119.201194713Extra for brick work in Square or Rectangular pillars in buildings.(HSR11.42)3.3412.40cum60086.8029014First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth + extra for additional storey upto 4 metres above the top of structural roof of lower storey. (HSR 11.7+11.41)3.55422.70cum6002958.901050415Extra for brick work in arches including cost of Shuttering. (HSR 11.44 b)(b) More than 1.50 meters, but upto 3 meters span.0.4884.45cum600591.1528416Brick Jali with 22.86 cm x 11.43 cm thick alternate layers laid cement sand mortar 1:4 using 58 numbers bricks. (HSR 11.71)2.7460.45sqmtr600423.15115917Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg. per sqm on the top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR-13.13)73.7752.95sqmtr600370.652734318Providing and fixing PVC Rain water pipe 6kg pressure of ISI mark in cement mortar during masonry 100mmdia PVC pipe. (HSR-13.89a)8.54182.00mtr20218.40186519Top Khurra 0.6mx0.6m. For rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. (HSR-13.50)212.30each24041.828420Providing and fixing PVC Bend ISI marked 100mm dia PVC bend. (HSR-13.90a)497.40each20116.8846821Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)83.3036.95sqmtr400184.751539022Providing and fixing glass strips, 4 mm thick in floors (HSR 14.79a)(a)40 mm wide.113.643.50mtr40017.50198923Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)91.8837.60sqmtr400188.00172732418 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding off junction with floors. (HSR 14.18)3.9646.30sqmtr400231.509172510mm thick cement plaster 1:4 (HSR 15.5)79.1312.65sqmtr50075.9060062612mm thick cement plaster 1:6 (HSR 15.7)31.8510.65sqmtr50063.9020352715 mm thick cement plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12)107.5313.10sqmtr50078.60845228Cement pointing 1:3 deep varity on brick and tile work. (HSR 15.61)117.649.25sqmtr50055.506529296 mm thick cement plaster 1:3 with floating coat of neat cement 1.5mm thick and one coat of white washing on bearing of RCC slab. (HSR 15.83)9.7214.90sqmtr50089.4086930Applying primer coat with metal primer on new steel or iron work including preparation of surface. (HSR 16.9)27.152.95sqmtr2309.7426431Painting two coats excluding priming coat with ready-mixed paint for metallic surfaces in all shades on new steel or iron work. (HSR 16.17)27.156.05sqmtr23019.9754232White washing one coat with two coats of color wash on new surface. (HSR 16.46+16.50)284.351.45sqmtr2304.79136133Steel door with 40x40x6mm angle for doors and 35x35x5mm angle for windows, 30x5 mm braced strips and 2 mm thick sheet. (N.S)321.5965.00kg-65.002090334Fiber sheet transparent (off white) in ventilators. (NS)1.44650.00sqmtr-650.0093635Providing and fixing sliding bolt with nuts and screws etc. complete- (HSR 17.83) c) IronII) iron size 250 mm x 16 mm.216.35each30065.4013136Wire gauze of 140G or 120 G designation fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws welded complete in all respect. (HSR 18.32)1.4499.10sqmtr500594.6085637Pressed steel sheet frames (Chowkhat), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to PWD specifications, including bolts for fixing stops, locknotch provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete:- (HSR 18.34)(a) 89mmx50mm with 40mm rebate10.5271.55mtr500429.304516(b)76mm x 38mm with 35 mm rebate54.1258.60mtr500351.601902938Cement concrete 1:2:4 gola 10cmx10cm quadrant along junction of roof with parapet wall finished smooth, whrer specially specified. (HSR 13.64)33.615.35mtr24018.1961139Fe-500 EQR TMT steel bars for bars RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete. (HSR 18.22)14.95917.05qtl5005502.308225940Wrought iron and mild steel using angles flats, square, bars, tees and channels) ladders, grills, grating frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc. including cost of screws and welded rods or bolts and nuts complete fixed in position. (HSR 18.12)M.S flat size 20 x 5 mm & 12x12mm MS square bar0.931040.35qtl5006242.10580541Providing teaching chalk boards with dark green pigment mixed with neat cement on 12 mm thick cement sand plaster 1:3 with core belling all around of size cement 6 X 4.5 complete as per design and providing marble stone at the bottom of size 1'-0"x9" for keeping duster chalk etc. [N.S]2600.00each-600.0012000.0000.0000.0000.00042Providing cill level pedagogical chalk boards with dark green pigment mixed with neat cements on 12mm thick cement sand plaster 1:3 with core belling all around of sixe cement 6x4.5 complete in as per design [N.S]30.7322.00sqm-22.0067643Painting for logo, new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade. Size 6 X2 (N.S)1500.00each-500.005004411.43 cm. thick brick wall laid in cement sand mortar 1:4 in superstructure. (HSR 11.48a)0.5255.10sqm600385.7020145C. conc. 1:1.5:3 with stone agg. 20mm nominal size for R.C.C work. (HSR-10.81+10.95a).0.0691034.60cum4505690.3039346Finishing walls with exterior decorative cement based paint such as snowcem, Robbincem etc. on new work , two coats to give an even shade (HSR 16.61)117.647.25sqmtr23023.93281547Cement Pointing 1:2 flush on flat brick flooring. (HSR-15.71).73.775.900sqmtr50035.402611Total494777Electrical work (detail attached)18000Total512777Add 27.5% extra over HSR+CP as certified by Haryana PWD B&R Dept. vide Memo No.404, dated: 15/01/14132577Total645354Add 1% contingency charges6454Grand Total651807

QTYDETAIL ESTIMATE FOR ACR OF SIZE (26'-3"X 21'-0") WITH 6'-9" VERANDAH RMSA 2013-14Sr.No.Description of ItemNo.LBHQty.1Earth work in excavation in foundations, trenches etc. in all kinds of soil not exceeding 2 meter depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6)Horizontal back wall W31x1131.503.503.25358.31cftCentre wall W21x1131.504.503.25460.69cftRoom side wall vertical W21x2217.754.503.25519.19cftVeranda side wall W31x222.1253.503.2548.34cftFront veranda Pillar1x444.004.003.25208.00cftFront Toe Wall1x335.001.502.0045.00cftBack pillars1x441.1254.003.2558.50cftPlinth Protection Toe Wall1x2233.751.501.50151.88cft1x1133.001.501.5074.25cft1924.16cft54.45cum2Earth filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth in 15 cm layer including ramming watering and consolidating lead upto 30 metres. (HSR 6.13a)B/F qty. item No - 1.Take 1/3 of Excavation i.e54.45/318.15cum3Earth filling under floors from all leads and lifts including ramming watering and consolidating complete. [N.S]Room1x1126.2521.002.251240.31cftVerandha1x1126.256.002.25354.38cft1594.69cft45.13cumDeduct qty. of item no. 2 i.e. 19.00cum.19.00cum26.13cum4Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth.(HSR10.39)1x1131.003.500.7581.38cft1x1131.004.500.75104.63cft1x2217.754.500.75119.81cft1x222.1253.500.7511.16cft1x444.004.000.7548.00cftToe wall1x335.001.500.255.63cftPlinth protection walls1x2233.751.500.5050.63cft1x1133.001.500.5024.75cftBack pillars1x441.1254.000.7513.50cft459.47cft13.01cum5Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respect. (HSR 10.86+10.95a)Bed Plate3x262.250.750.505.06cftVerndha Pillar1x221.1250.750.500.84cftBack pillar1x221.1251.1250.501.27cftPlinth BeamRoom back , middleand Front( horizantol wall )1x3327.750.750.5031.22cftClass room (vertical wall )1x2221.000.750.5015.75cftVeranda vertical wall1x226.750.750.505.06cftBack pillars1x441.1251.1250.502.53cftLintel BeamRoom back and middle horizantal wall1x2227.750.750.7531.22cftRoom side wall1x2221.000.750.7523.63cftVaranda side wall1x226.750.750.757.59cftFront on arch1x1127.750.750.7515.61cftBack side window sun shade1x228.251.250.1673.44cftRoof Beam1x2229.251.001.0058.50cftVertical Reinforcement in Corner1x660.3750.37515.5013.08cftEarthquick resistance provision Door2x240.250.756.755.06cftW12x240.250.754.503.38cftW22x120.250.754.501.69cftCub Board Shelves.1x332.751.3750.252.84cft1x112.751.3750.501.89cft229.66cft6.50cum6Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degrees with horizontal excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.(HSR 10.82+10.95a)Roof Slab1x1130.0027.000.375303.75cft8.60cum72 coats of bitumen 20/30 penetration at 1.65 kg. per sqm. On plinth beam laid hot and sanded (NSHorizontal wall of room Back, Centre, Front1x3327.750.7562.44sftRoom side wall1x2221.000.7531.50sftVerndha wall1x226.750.7510.13sftBack pillars1x441.1251.1255.06sft109.1310.14Sqmt8Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal.Note: In case the inclination of the R.C.C slab is more than 25 degree, the labour as well as through rate of item No. 9.1 shall be increased by 10 percent and nothing extra shall be paid for lesser inclination.[HSR 9.1+ Note]Extra for smooth shutteringRoom1x1126.2521.00551.25sftVerndha1x1126.255.75150.94sftPlinth, beam (side beam) room2x2421.000.7563.00sftVerndha2x246.000.7518.00sftBack, Centre and Front3x2627.750.75124.88sftLintel Beam, Back & Centre2x2427.750.7583.25sftRoom side2x2421.00.7563.00sftVaranda side2x246.000.7518.00sftFront1x2227.750.7541.63sft1113.94sft103.53Sqmt9First class brick work laid in cement sand mortar 1:6 in foundation and plinth. [HSR 11.2]Back wall W31st step1x1124.3752.6250.2516.00cftIInd step1x1124.752.250.2513.92cftIIIrd step1x1125.131.8750.2511.78cftIVth step1x1125.501.500.259.56cftVth step1x1125.881.1253.75109.16cftVIth step1x1126.250.750.254.92cftSide wall W21st step1x2225.1253.3750.2542.40cftIInd step1x2224.753.000.2537.13cftIIIrd step1x2224.382.6250.2531.99cftIVth step1x2224.002.250.2527.00cftVth step1x2223.631.8750.2522.15cftVIth step1x2223.251.500.2517.44cftVIIth step1x2222.881.1253.25167.27cftVIIIth step1x2222.501.1250.2512.66cftCentre wall W21st step1x1128.8753.3750.2524.36cftIInd step1x1128.503.000.2521.38cftIIIrd step1x1128.1252.6250.2518.46cftIVth step1x1127.752.250.2515.61cftVth step1x1127.3751.8750.2512.83cftVIth step1x1127.001.500.2510.13cftVIIth step1x1126.6251.1253.2597.35cftVIIIth step1x1126.250.750.254.92cftVaranda side wall W31st step1x223.3752.6250.254.43cftIInd step1x223.752.250.254.22cftIIIrd step1x224.1251.8750.253.87cftIVth step1x224.501.500.253.38cftVth step1x224.8751.1250.252.74cftVIth step1x225.250.752.7521.66cftToe wall in both pillars1st step1x338.251.1250.256.96cft1x337.8750.753.5062.016cftPlinth Protection Toe WallSide wallIst step1x2231.501.1250.2517.72cftIInd step1x2231.1250.752.50116.72cftBack WallcftIst step1x1135.1251.1250.259.88cftIInd step1x1134.750.752.5065.16cftBack pillarsIst step1x441.1253.00.253.38cftIInd step1x441.1252.6250.252.95cftIIIrd step1x441.1252.250.252.53cftIVth step1x441.1251.8750.252.11cftVth step1x441.1251.500.251.69cftVIth step1x441.1251.1253.7518.98cft1078.78cft30.55cum10First class brick work laid in cement sand mortar 1:3 in foundation and plinth (HSR 11.5)Verndha pillar1st step1x443.3753.000.2510.13cftIInd step1x443.002.6250.257.88cftIIIrd step1x442.6252.250.255.91cftIVth step1x442.251.8750.254.22cftVth step1x441.8751.500.252.81cftVIth step1x441.501.1253.7525.31cft56.25cft1.59cum11First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 meters above plinth level (HSR 11.7)H.Wall of Room- Back & Centre1x2227.750.7510.00416.25Side wall of Room1x2221.000.7510.00315.00Side wall of verndha1x225.250.7510.0078.75Front wall above Arch Portion1x337.8750.755.0088.59898.59cft25.45cumDeductionDoor D1x223.750.756.7537.97Window [Back] W11x225.000.754.2531.88Middle window W21x221.750.754.2511.16Ventilator 11x443.000.752.0018.00Ventilator 21x221.750.752.005.25Lintel beam-Back & Centre1x2227.750.750.7531.22Room, Side Wall1x2221.000.750.7523.63Front on arch1x1127.750.750.7515.61Circular portion of Arch32/37.8752.2535.61Brick Jali1x115.250.755.62522.15Side veranda opening1x116.000.756.7530.38262.84cft7.44cumNet Quantity18.00cum12First class brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level.[HSR-11.10]Back Pillars (a)1x441.251.2510.0062.50Pillar1x441.501.12510.0067.50Add for arch portion (b)1x3310.1250.750.7517.09147.09cft4.17cum13Extra for brick work in Square or Rectangular pillars in buildings.(HSR11.42)B/F qty. item No.13 i.e. Pillar only[A]130.00cft3.68cum14First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth + extra for additional storey upto 4 metres above the top of structural roof of lower storey. (HSR 11.7+11.41)Parapet H. wall1x2227.750.751.5062.44Side wall1x2228.8750.751.5064.97127.41cftDeductionRoof portion1x2227.750.3750.3757.801x2228.8750.3750.3758.1215.93cftNet Quantity111.48cft3.16cum15Extra for brick work in arches including cost of Shuttering. (HSR 11.44 b)(b) More than 1.50 meters, but upto 3 meters span.1x3310.1250.750.7517.09cftFront Arches0.48cum16Brick Jali with 22.86 cm x 11.43 cm thick alternate layers laid cement sand mortar 1:4 using 58 numbers bricks. (HSR 11.71)Brick Jali1x115.255.62529.53sft2.74Sqm17Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg. per sqm on the top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR-13.13)Tile terracing1x1126.2528.875757.97sft70.44Sqm18Providing and fixing P.V.C rain water pipe 100mm dia 4 feet long on parapet in cement mortar 1:3 in parapet complete in all respect, as per direction of Engineer-in-charge. [N.S]1x44nos19Top Khurra 0.6mx0.6m. For rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. (HSR-13.50)1x44nos20Bottom Khurra on ground 1.2 m x 0.6 m consisting of brick on edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3. (HSR 13.57)Bottom Khurra1x44nos21Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)Room1x1126.2521.00551.25sftVerndha1x1126.256.00157.50sft708.75sft65.87Sqmt22Providing and fixing asbestos strips 40x6mm size in floor including cutting to size complete and to the entire satisfaction of Engineer-In-Charge. (NS)Room Horizontal1x5526.25131.25rftVertical1x7721.00147.00rftVerndhaHorizontal1x2226.2552.50rftVertical1x776.0042.00rft372.75rft113.64Rmtr23Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)Room1x1126.2521.00551.25sftVerndha1x1126.256.00157.50sftDoor D1x223.750.755.63sftVerandah Opening1x337.8750.7517.72sft732.09sft68.04sqm2418 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding off junction with floors. (HSR 14.18)H. Room1x3326.250.33326.22sftVertical wall1x2221.000.33313.99sftVerandha wall1x225.250.3333.50sft1x227.8750.3335.24sft48.95sftDeductionOpening deductionsftDoor D1X223.750.3332.50sftOpening1X116.000.3332.00sft4.50sftNet Quantity44.46sft4.13sqm25Brick-on-edge flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling cement pointed 1:2 on top [HSR 14.23]1x2232.253.00193.50sft1x1127.753.0083.25sft276.75sft25.72sqmt2610mm thick cement plaster 1:3HSR 15.51Plaster outer side plinth beam vertical1x2230.3750.7545.56sftHorizontal1x1127.750.7520.81sftLintel beam room side1x2221.750.7532.63sftverandha side1x226.750.7510.13sftFront1x1127.750.7520.81sftBack side Window chajja1X228.251.2520.63sft150.56sft13.99sqmtr2712mm thick cement plaster 1:6HSR 15.7Vertical H.wall1x1126.259.67253.84sftVerndah jamb2x36(3+2)0.62518.75sftDoor[D] vertical jambsftD2x240.6256.7511.38sftHorizontal jamb of door1x220.6253.756.38sftJamb window [V]2x480.6254.5013.13sft[H]2x240.6255.09.63sftMiddle window2x240.6251.756.38sftBelow plinth beam1x22(27.375+26.25)0.7580.44sft11.43 cm. H. wall CB. Outer side1x220.3754.56.88sftinner side1x220.754.57.25sft1x113.756.7511.50sftVentilator V1 (Verticial member)4x280.6252.010.63sft(Horizontal member)4x280.6253.011.63sftVentilator V2 (Verticial member)2x240.6252.06.63sft(Horizontal member)2x240.6251.756.38sft460.78sft42.82sqmtr2815 mm thick cement plaster 1:6 on the rough side of single or half brick wall.(HSR 15.12)Vertical wall of Room1x2221.09.67406.14sftHorizontal wall of room1x2226.259.67507.68sftVertical wall1x226.009.67116.04sftAbove Arch Portion1x1126.256.00157.50sftParpet.Vertical1x2231.3751.5094.13sftHorizontal1x2226.251.5078.75sftFront side plaster logo1x116.002.0012.00sft1372.23sftDeduction D1x223.756.7550.63sftWindow1x225.004.2542.50sftCentral window1x221.754.2514.88sftDeductionOpening1x116.006.7540.50sftBack jail1x114.755.6326.74sftArch Portion32/37.8750.7511.87sftVentilator1x333.02.018.00sft205.11sftNet Total1167.12sft108.47sqmtr29Cement pointing 1:3 deep varity on brick and tile work. (HSR 15.61)Vertical wall1x2230.37511.50698.63sftHorizontal wall1x1127.7511.50319.13sftFront wall1x1127.757.50208.13sft1225.88sftDeductionOpening1x116.006.7540.50sftjali (4.75+1.5)1x114.755.62526.72sftBack side window1x225.004.5045.00sftventilator1x333.002.0018.00sft130.22sft1095.66sft101.83sqmtr306 mm thick cement plaster 1:3 with floating coat of neat cement 1.5mm thick and one coat of white washing on bearing of RCC slab. (HSR 15.83)Back, middle, centre wall1x3326.250.7559.06sftSide wall1x2230.3750.7545.56sft104.63sft9.72sqmtr3120 mm thick cement plaster damp proof course 1:3 with two coats of bitumen at 1.65 Kg per sqm. Laid hot and sanded (HSR 15.77a)Vertical DPC1x4426.251.50157.50sft1x2221.001.5063.00sft1x226.001.5018.00sft238.50sft22.17sqmtr32Applying primer coat with metal primer on new steel or iron work including preparation of surface. (HSR 16.9)D2x2.254.53.756.75113.91sftW12x2.254.55.004.2595.63sftW22x2.254.51.754.2533.47sftV12x483.002.0048.00sftV22x241.752.0014.00sft305.00sft28.35sqmt33Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or plastered or concrete surface to given an even shade (HSR 16.3).B/F qty. item No. 3328.35sqmt34White washing two coats + two coats of color wash. (HSR 16.47+16.50)B/F qty. item No. 27 (lintel beam )13.99sqmtrB/F qty. item No. 2842.82sqmtB/F qty. item No. 29108.47sqmt165.28sqmt35Steel door with 40x40x6mm angle for doors and 35x35x5mm angle for windows, 30x5 mm braced strips and 2 mm thick sheet. (N.S)a) Door D11x223.506.62546.38sftWeight @2.86kg/sft.132.63kgb) Window shutter size W11x224.754.2540.38sft35x35 x5mmWeight @2.56kg/sft.103.36kgW21x221.754.2514.88sftWeight @2.56kg/sft.38.08kgCup Board1x112.255.7512.94sftWeight @2.56kg/sft.33.12kg307.19Kg36Fiber sheet in ventilators (NS)Ventilator V11x443.001.0012.00sftVentilator V21x221.751.003.50sft15.50sft1.44sqmtr37Providing and fixing sliding bolt with nuts and screws etc. complete- (HSR 17.83) c) Iron1x33No38Wire gauze of 140G or 120 G designation fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws welded complete in all respect. (HSR 18.32)1.44sqmt39Pressed steel sheet frames (Chowkhat), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to PWD specifications, including bolts for fixing stops, locknotch provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete:- (HSR 18.34)(a) Size 89 mm x 50 mm with 40 mm rebate.Door D2x123.75+ 6.875 +6.87535.00rft35.00rft10.67mtr(b) Size 76 mm x 38 mm with 35 mm rebate.Window W12x122 x (5+4.25)37.00rftW21x222x(1.75+4.25)24.00rft2x242x(4.25)1.546.00rftVentilator V11x442(3+2)40.00rftV21x222(1.75+2)15.00rftVentilator V1 ( Horizontal)1x442.66610.66rftV2 ( vertical)1x221.4162.83rftCub board1x112(2.5+6)17.00rft192.50rft58.69mtr40Cement concrete 1:2:4 gola 10cmx10cm quadrant along junction of roof with parapet wall finished smooth, whrer specially specified. (HSR 13.64)1x2226.2552.50rft1x2228.87557.75rft110.25rft33.61rmtr41Fe-500 EQR TMT steel bars for bars RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete. (HSR 18.22)As per design detailed16.48Qtl42Wrought iron and mild steel using angles flats, square, bars, tees and channels) ladders, grills, grating frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc. including cost of screws and welded rods or bolts and nuts complete fixed in position. (HSR 18.12)M.S flat size 20 x 5 mm & 12x12mm MS square bar12 mm square bar.@3C/C W12x17344.50153.00RftW22x17341.5051.00Rft204.00Rft62.20RmtWeight @1.13Kg per Rmt70.28kg0.70Qtl43Providing teaching chalk boards with dark green pigment mixed with neat cement on 12 mm thick cement sand plaster 1:3 with core belling all around of size cement 6 X 4.5 complete as per design and providing marble stone at the bottom of size 1'-0"x9" for keeping duster chalk etc. [N.S]2No44Painting for logo, new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade. Size 6 X2 (N.S)1No.4511.43 cm. thick brick wall laid in cement sand mortar 1:4 in superstructure. (HSR 11.48a)1x220.3756.004.50Sft1x220.3752.501.88Sft6.38Sft0.59sqmtr46Finishing walls with exterior decorative cement based paint such as snowcem, Robbincem etc. on new work , two coats to give an even shade (HSR 16.61)101.83sqm47Cement Pointing 1:2 flush on brick & tile walls (HSR 15.62)70.44sqm

SteelSTEEL CALCULATION OF SCIENCE LAB/COMPUTER ROOM 26'-3"X21'-0" WITH 6'-0" VERANDAHSr. No.DescriptionShape of BarsDia of BarsCutting LengthNo.Total Cutting Length8 tor10 tor12 tor16 tor20 tor1Roof Beam B1Bottom Bar 1,32030.8752 x 2123.50Top Bar 6209.752 x 119.50Crank 22034.3752 x 168.75Ring 6" c/c84.252 x 63535.50Top Bars 4, 52030.8752 x 2123.502Ver. Beam B2(Hor.)Bottom Bar 1,2,31628.251 x 384.75Top Bars 4, 51228.251 x 256.50Ring 9" c/c83.251x 37120.253Lintel Beam B2(Ver.)Bottom Bar 1,2,3168.502 x 351.00Top Bars 4, 5128.502 x 234.00Ring 9" c/c83.502 x 963.004Lintel Beam B3(Hor.)top & bottom 1 to 41231.752 x 4254.00Ring 9" c/c83.002 x 37222.005Lintel Beam B3(Ver.)top & bottom 1 to 41235.002 x 4280.00Ring 9" c/c83.02 x 42252.006Plinth beams1231.253 x 4375.00Ring 9" c/c83.03 x 37333.001235.02 x 4280.00Ring 9" c/c83.02 x 39234.007Bed plates122.506 x 460.00121.8752 x 415.00121.502 x 412.00Ring 6" c/c82.502357.508Sun shade88.6252 x 351.7582.252 x 1567.509Cupboard81.3754 x 633.0083.254 x 226.0010Roof slabSt. Steel bars1027.001 x 28756.00Crank bars1027.751 x 27749.25Extra Bars on beam106.002 x 28336.00On end wall102.6252 x 28147.00Roof slab Temp/disributionSt. Steel bars830.1251 x 21632.63Crank bars830.6251x 20612.50Extra under crank portion bars830.1251x 30903.75Extra Bars on wall86.001 x 21126.00On end wall82.6252 x 21110.2511Vertical Bar on joints1616.0464.00TotalRft4380.631988.251366.5199.75335.25Rmt1335.56606.17416.6260.90102.21Weigth of Bars in Kg/Rmt0.390.620.891.582.47Kg.520.87375.83370.7996.22252.46Total1616.16Kg. /16.16Qtl.Add 2% extra10.427.527.421.925.05531.28383.34378.2098.15257.51Grand Total1648.49Kg. /16.48Qtl.