Mannalli - Bidar - SCMDRS Academic 1 of 158 ProMax Management Consultants Pvt. Ltd KARNATAKA RESIDENTIAL EDUCATIONAL INSTITUTIONS SOCIETY B RATE ANALYSIS SR 2013 ITEM OF WORK Unit EARTH WORK EXCAVATION 1 Sqm 146 18.11 ### - 4.70 2 Cum 5 2.2 ### - 145.00 3 Cum 5 2.4 ### - 209.00 4 Cum 5, 7 ### 8.31 194.31 5 Cum 5 2.6 ### - 650.00 6 Cum 5 2.8 ### - 932.00 7 Cum 6 2.10 ### - 93.90 Name of work : CONSTRUCTION OF PROPOSED SC MORARJI DESAI RESIDENTIAL SC MANNALLI VILLAGE, BIDAR TALUK, BIDAR DISTRICT ACADEMIC BLOCK Sl. No Page No. Sl. No as per SR Book Basic Rate (in Rs) (a) Lift Charges (in Rs) (b) Sub Total (in Rs) (c)=(a)+(b) KSRB 200-8. Clearing and grubbing road land including uprooting rank shrubs, saplings and trees of girth up to 300mm, by manual means, in are of stumps stacking of serviceable materials earth filling in the depres complete as per specifications. MORTH / Chapter 2. (PWD SR 2013-2014 Bel Item No. 18.11) KSRB 2-1.2: Earth work in surface excavation in hard soil for levelin manually (other than foundation of buildings, culverts, road drains and cables) and removing the excavated stuff to distance not exceeding 5 excavated surface leveled and neatly dressed, disposed earth to be level and neatly dressed as per specifications. specification. No. KBS 2.1(a) Gulbarga Circle Page No. 5, Item No. 2.2) KSRB 2-2.2: Earthwork excavation for foundation of buildings, water s electrical conduits either in pits or in trenches 1.50m and above in exceeding 1.50m in depth including dressing the bottom and sides of pits a excavated soil clear from edges of excavation with lead up to 50m. after as per specifications. specification. No. KBS 2.1(b) / 2.3.5. (PWD SR 201 Item No. 2.4) KSRB 2-2.2: Earthwork excavation for foundation of buildings, water s electrical conduits either in pits or in trenches 1.50m and above in width to 3.0m in depth including dressing the bottom and sides of pits and excavated soil clear from edges of excavation with lead up to 50m. after as per specifications. specification. No. KBS 2.1(a) / 2.3.5. (PWD SR 201 No. 5, Item No. 2.4) 2.4, 2.21 KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock without b buildings water supply, sanitary lines and electrical conduits either exceeding 1.5m in depth, stacking the excavated stuff from edges of exca including labour and HOM of equipment complete as per specifications. spec 2.9.4 / 2.18 / 2.19. (PWD SR 2013-2014 Bellary Page No. 5, Item No. 2.6) KSRB 2-2.6 : Excavation 1.5m and above in width in Hard rock by Chiselli blasting is prohibited for foundation of buildings water supply, sani conduits either in pits or trenches 1.5m in depth, stacking the excavated edges of excavation with lead up to 50m including cost labour comple specification. No. KBS (PWD SR 2013-2014 Bellary Circle Page No. 5, Item N KSRB 2.3: Filling available excavated earth ( excluding rock ) in sides in layers not exceeding 20cms in depth, compacting each deposited layer with all lead and lift including cost of all labour complete as per spec No. KBS 2.9. (PWD SR 2013-2014 Bellary Circle Page No. 6, Item No. 2.1)
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RA-Academic BlockKARNATAKA RESIDENTIAL EDUCATIONAL INSTITUTIONS SOCIETY BANGALOREName of work : CONSTRUCTION OF PROPOSED SC MORARJI DESAI RESIDENTIAL SCHOOL COMPLEX BUILDING AT MANNALLI VILLAGE, BIDAR TALUK, BIDAR DISTRICTACADEMIC BLOCKRATE ANALYSIS SR 2013-14 BELLARY CIRCLESl. NoITEM OF WORKUnitPage No.Sl. Noas perSRBookBasic Rate(in Rs) (a)Lift Charges (in Rs) (b)Sub Total (in Rs)(c)=(a)+(b) A W @ 5% on (c)(In Rs.)Amount(in Rs.)EARTH WORK EXCAVATION1KSRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of light jungle, removal of stumps stacking of serviceable materials earth filling in the depressions / pit,labour charges complete as per specifications. MORTH / Chapter 2. (PWD SR 2013-2014 Bellary Circle Page No. 146, Item No. 18.11)Sqm14618.114.700.04.700.244.942KSRB 2-1.2: Earth work in surface excavation in hard soil for leveling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to distance not exceeding 50m and lift up to 1.50m, excavated surface leveled and neatly dressed, disposed earth to be leveled after braking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1 (PWD SR 2012-2013 Gulbarga Circle Page No. 5, Item No. 2.2)Cum52.2145.000.0145.007.25152.253KSRB 2-2.2: Earthwork excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.50m and above in width, in hard soil, not exceeding 1.50m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(b) / 2.3.5. (PWD SR 2013-2014 Bellary Page No. 5, Item No. 2.4)Cum52.4209.000.0209.0010.45219.454KSRB 2-2.2: Earthwork excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.50m and above in width, in hard soil, from 1.50m to 3.0m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5. (PWD SR 2013-2014 Bellary Circle Page No. 5, Item No. 2.4)Cum5, 72.4, 2.21186.008.31194.319.72204.035KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock without blasting for foundation of buildings water supply, sanitary lines and electrical conduits either in pits or trenches not exceeding 1.5m in depth, stacking the excavated stuff from edges of excavation with lead up to 50m including labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.C / 2.9.4 / 2.18 / 2.19. (PWD SR 2013-2014 Bellary Page No. 5, Item No. 2.6)Cum52.6650.000.0650.0032.50682.506KSRB 2-2.6 : Excavation 1.5m and above in width in Hard rock by Chiselling and / or wedging, where blasting is prohibited for foundation of buildings water supply, sanitary lines and electrical conduits either in pits or trenches 1.5m in depth, stacking the excavated stuff clear from from the edges of excavation with lead up to 50m including cost labour complete as per specifications. specification. No. KBS (PWD SR 2013-2014 Bellary Circle Page No. 5, Item No. 2.8)Cum52.8932.000.0932.0046.60978.607KSRB 2.3: Filling available excavated earth ( excluding rock ) in sides of foundation up to plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. Specification. No. KBS 2.9. (PWD SR 2013-2014 Bellary Circle Page No. 6, Item No. 2.1)Cum62.1093.900.093.904.7098.608KSRB 2.5 : Earthwork excavation ( in deposited soil ) and filling sides of foundation upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. specification. No. KBS 2.9.9 / 2.9.10.1 / 2.1.1Cum62.12187.000.0187.009.35196.359KSRRB M300-19. Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 300.5 complete as per specifications. Morth Specification. No. 301. (PWD SR 2013-2014 Bellary Circle Page No. 152, Item No. 19.2)Cum15219.2034.430.034.431.7236.1510KSRRB 300-26.2. When lead is more than 60m up to 500m by any means of conveyance including loading and unloading for all kind of soils except hard rock including cost all labour complete as per specifications. MORTH chapter 3. (PWD SR 2013-2014 Bellary Circle Page No. 152, Item No. 19.31)Cum15219.312.630.02.630.132.76ANTITERMITE TREATMENT11KSRB 3.2: Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the Column pits, walls, trenches, stilt excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of the building, expansion joints, over the top surface of the consolidated earth on which the apron to be laid, surrounding of pipes and conduits, with Chloropyriphos emulsifible concentrates of 20% concentration, including cost of chemical, diluting in water to one percent concentration, labour, HOM of equipments, complete as per specifications. (Plinth area of the building at ground floor only shall be measured) Specification. No. KBS 3.2.6 / 3.2.7. (PWD SR 2013-2014 Bellary Page No. 9, Item No. 3.2)Sqm93.297.000.097.004.85101.85 PLAIN CEMENT CONCRETE12KSRB 4-1.2: Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220 kgs, using 40mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregates @ 0.465cum machine mixed, concrete laid in layers not exceeding 150mm thick, well compacted in foundation and plinth, cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification. No. KBS 4.1, 4.2. (PWD SR 2013-2014 Bellary Circle Page No. 12, Item No. 4.2)Cum124.23,973.000.03,973.00198.654,171.6513KSRB 4-1.6: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240 kgs, using 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation, plinth and cills including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification. No. KBS 4.1, 4.2. (PWD SR 2013-2014 Bellary Circle Page No. 12&13, Item No. 4.6)aGround FloorCum124.64,258.000.04,258.00212.904,470.90bFirst FloorCum12, 224.6, 74,258.0050.004,308.00215.404,523.40cTerrace FloorCum12, 224.6, 74,258.00100.004,358.00217.904,575.90STONE MASONARY14KSRB 5.2-2: Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:8, stones hammered dressed in courses not less than 20cms high, bond stones at two m. apart in each course including cost of materials, labour, curing, etc., complete as per specification. KBS 5.1.13. (PWD SR 2013-2014 Bellary Circle Page No. 25, Item No. 5.5)Cum255.53,011.000.03,011.00150.553,161.5515KSRB 5.3-3: Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, stones chistle dressed in courses not less than 15cms high, bond stones at two m. apart in each course including cost of materials, labour, curing, etc., complete as per specification. KBS 5.1.13. (PWD SR 2013-2014 Bellary Circle Page No. 25, Item No. 5.9)aGround FloorCum265.93,813.000.03,813.00190.654,003.65REINFORCED CEMENT CONCRETE16KSRB 4.2.2: Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, Staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6. (PWD SR 2013-2014 Bellary Circle Page No. 13, Item No. 4.11)aGround FloorCum134.114,963.000.04,963.00248.155,211.15bFirst FloorCum13, 224.114,963.0050.005,013.00250.655,263.65cTerrace FloorCum13, 224.114,963.00100.005,063.00253.155,316.1517KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for RCC beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof, slabs, staircase, lintels, columns including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6. (PWD SR 2013-2014 Bellary Circle Page No. 15, Item No. 4.17)aGround FloorCum154.174,963.000.04,963.00248.155,211.15bFirst FloorCum15, 224.174,963.0050.005,013.00250.655,263.65cTerrace FloorCum15, 224.174,963.00100.005,063.00253.155,316.1518KSRB 4.2.10 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @ 0.5175cum and fine aggregates @ 0.345cum, with superplastisiser @ 0.225lts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, up to ground floor level including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6. (PWD SR 2013-2014 Bellary Circle Page No. 15, Item No. 4.19)aGround FloorSqm154.19366.000.0366.0018.30384.30bFirst FloorSqm154.19, 7366.003.00369.0018.45387.45cTerrace FloorSqm154.19, 7366.006.00372.0018.60390.60WATER PROOFING COMPOUND19KSRB 4-4.2 : Extra for use of water proofing compound in Cement concrete of mix M20, at one kg of compound per bag of cement. Specification No. KBS. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.25)aAll FloorsCum164.25189.000.0189.009.45198.45RCC SHELVES AND LOFTS (ATTA)20Providing and casting reinforced cement concrete racks with design mix M20, granite or trap jelly 12mm and down size 5 cms thick and below with reinforcements of 6mm dia MS bars at 15 cms. Centre to centre for main reinforcement and at 30cms centre to centre for distribution including supports wherever necessary with burnt brick in CM 1:8 and plastered with CM 1:4 or composite mortar 1:6 including centring, form work, curing etc., complete (inclusive of cost of steel and fabrication charges)aGround FloorSqm204.53575.000.0575.0028.75603.75bFirst FloorSqm20, 224.53, 7558.003.00561.0028.05589.05cTerrace FloorSqm20, 224.53, 7558.006.00564.0028.20592.2021Providing RCC loft (atta) 7.5cms thick with cement concrete design mix M20 using clean granite or trap jelly of 20mm and down size with necessary reinforcements at 20cms centre to centre as per design including form work, centring, curing, finishing the exposed faces with cement mortar (1:3) etc., complete (exclusive of cost of steel and fabrication charges).aGround FloorSqm204.54404.000.0404.0020.20424.20bFirst FloorSqm20, 224.54, 7404.003.00407.0020.35427.35cTerrace FloorSqm20, 224.54, 7404.006.00410.0020.50430.5022Providing and fixing RCC slabs 5cms thick for walls shelves with 12mm and down size jelly cement concrete design mix M20 including CM 1:3 plaster finishing, curing etc., complete (inclusive of cost of steel and fabrication charges). (PWD SR 2013-2014 Bellary Circle Page No. 20, Item No. 4.55)aGround FloorSqm204.55424.000.0424.0021.20445.20bFirst FloorSqm20, 224.55, 7424.003.00427.0021.35448.35cTerrace FloorSqm20, 224.55, 7424.006.00430.0021.50451.5023Providing RCC design mix M20 using granite metal 20mm and down size for 7.5cms thick solid parapet or perforated as per design, specification and directions. (exclusive of cost of steel and fabrication charges) including necessary centering, form work and finishing smooth with CM (1:3) etc., complete. (PWD SR 2013-2014 Bellary Circle Page No. 20, Item No. 4.56)aAll FloorsSqm204.56.1351.000.0351.0017.55368.55CENTRING AND SHUTTERING24KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.28)aAll FloorsSqm164.28203.000.0203.0010.15213.1525KSRB 4.6.2: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness up to 200mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.29)aGround FloorSqm164.29261.000.0261.0013.05274.05bFirst FloorSqm16, 224.29, 7261.003.00264.0013.20277.20cTerrace FloorSqm16, 224.29, 7261.006.00267.0013.35280.3526KSRB 4-6.5: Providing and removing centering, shuttering, strutting, propping etc., Columns, pillars, piers, abutments, posts and struts, square / rectangular / polygon in plan including cost of all materials, labour compete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.32)aGround FloorSqm174.32311.000.0311.0015.55326.55bFirst FloorSqm174.32311.003.00314.0015.70329.70cTerrace FloorSqm174.32311.006.00317.0015.85332.8527KSRB 4-6.6 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for Columns, pillars, piers, posts and struts, circular or curved in plan including cost of all materials, labour compete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.33)aAll FloorsSqm174.33678.000.0678.0033.90711.9028KSRB 4.6.7: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.34)aGround FloorSqm174.34226.000.0226.0011.30237.30bFirst FloorSqm17, 224.34226.003.00229.0011.45240.45cTerrace FloorSqm17, 224.34226.006.00232.0011.60243.6029KSRB 4.6.9: Providing and removing centering, shuttering, strutting, propping etc., for edges of slabs and breaks in floors, cills, plinth including cost of material, labour complete as per specification. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.36)aGround FloorSqm17, 224.36, 7533.000.0533.0026.65559.65bFirst FloorSqm17, 224.36, 7533.003.00536.0026.80562.80cTerrace FloorSqm17, 224.36, 7533.006.00539.0026.95565.9530KSRB 4.6.10: Providing and removing centering, shuttering, strutting, propping etc., for chajjas, corbels etc., including edges including cost of material, labour complete as per specification. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.37)aGround FloorSqm174.37223.000.0223.0011.15234.15bFirst FloorSqm174.37223.003.00226.0011.30237.30cTerrace FloorSqm174.37223.006.00229.0011.45240.4531KSRB 4.6.11: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for Stairs (excluding landing) except spiral staircase including cost of all materials, labour complete as per specification. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.38)aGround FloorSqm174.38398.000.0398.0019.90417.90bFirst FloorSqm174.38398.003.00401.0020.05421.05cTerrace FloorSqm174.38398.006.00404.0020.20424.2032KSRB 4.9.2: Providing T.M.T Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design(laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3. Lift Charges for steel of all diameter for additional floors over ground floor per floor height of 3.5 m. or apart thereof cost of labour complete as per specifications. Specification No. KBS. (PWD SR 22013-2014 Bellary Circle Page No. 19, Item No. 4.46)aGround Floorq194.466,894.000.06,894.00344.707,238.70bFirst Floorq194.46, 4.476,894.0035.306,929.30346.477,275.77cTerrace Floorq194.46, 4.476,894.0035.306,929.30346.477,275.77MASONARY WORK33KSRB 6-2.3: Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 50 (table molded) with cement mortar 1:6 for basement and superstructure including the cost of materials, labour charges, scaffolding, cuing etc., complete as per specifications. Specification No. KBS 6.2. (PWD SR 2013-2014 Bellary Circle Page No. 30, Item No. 6.6)aGround FloorCum30, 346.64,469.000.04,469.00223.454,692.45bFirst FloorCum30, 346.6, 44,469.0025.004,494.00224.704,718.70cTerrace FloorCum30, 346.6, 44,469.0050.004,519.00225.954,744.9534KSRB 6-7.4: Construction of Partition wall 11.2cms thick with non-modular ground molded burnt bricks of class designation 50 with cement mortar 1:4 including cost of material, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2. (PWD SR 2013-2014 Bellary Circle Page No. 33, Item No. 6.26)aGround FloorSqm33, 346.26600.000.0600.0030.00630.00bFirst FloorSqm33, 346.26, 4600.002.50602.5030.13632.63cTerrace FloorSqm33, 346.26, 4600.005.00605.0030.25635.25DOORS 35KSRB 9.4-4 : Providing Sal wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster grooves (excluding cost of cement concrete and side clamps), but including cost of all materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33. (PWD SR 2013-2014 Bellary Circle Page No. 55, Item No. 9.13)aAll FloorsCum569.1347,561.000.047,561.002,378.0549,939.0536Providing and fixing factory made 35mm thick solid core flush door comprising of commercial ply finish kutty bond wood or equivalent make filled with kiln seasoned wooden reapers with 6mm thick solid teak wood external lipping around the shutter affixed by gluing under pressure (machine pressed) shutter fixed with 125mm MS oxidized heavy duty hinges 4nos., 30cm long powder coated tower bolts 2nos., 150mm oxidized MS handles 2nos., with one aldrop for locking etc., complete including cost of material, labour charges HOM of machineries, supply to respective work spot fixing in position etc., complete. ( As per KREIS Date Rate ).aAll FloorsSqmData rate 32,950.000.02,950.00147.503,097.5037Providing and fixing door frame made out of MS angle of size 50x50x6mm on three sides, 20x20x3mm at bottom, 20x20x3mm hold fasts of 0.23m length on both sides 2nos. Each, 100mm MS hinges 3 nos. with necessary locking arrangements including one coat of anticorrosive red lead ready-mix priming coat, all labour charges for cutting, welding, grinding loading and unloading, transportation to work spot etc., complete as per specification. ( As per KREIS Date Rate ).aAll FloorsmData rate 1435.000.0435.0021.75456.7538Providing and fixing factory made Cladded Door shutter 29mm thick manufactured out of 25mm thick boiled water proof solid core single leaf composite commercial ply laminated with 2mm thick PVC sheet on back side and 2mm thick prelaminated PVC sheet on front side, 10mm thick PVC sheet bottom lipping all round using PVC solvent cement etc., including cost of material, transportation, including fixtures 150mm powder coated handles 2nos., 150mm tower bolt 1no., MS aldrop 1 no., with necessary screws etc., complete as per specification. ( As per KREIS Date Rate ).aAll FloorsSqmData rate 23,360.000.03,360.00168.003,528.00WINDOWS AND VENTILATORS39KSRB 7.10 : Providing and fixing in position aluminum windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg/m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminum handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminum sections including cutting to required length, joints mitered subdividing the frame tenonned and riveted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, rail plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, using aluminum sections pretreated for removal of any Specification No. KBS- anodized to 12 - 15 microns. (PWD SR 2013-2014 Bellary Circle Page No. 38, Item No. 7.10.1)aGround FloorSqm387.10.12,861.000.02,861.00143.053,004.05bFirst FloorSqm38, 487.10.1, 22,861.002.502,863.50143.183,006.68cTerrace FloorSqm38, 487.10.1, 22,861.005.002,866.00143.303,009.3040KSRB 7.8 : Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung 2/3 open able 1/3 fixed as per approved drawings using Z angles of 25x33x33mm, weighing 1.419kg/m both for inner and outer frames and center mullion section of size25x46x3mm weighing 2.28kg/m all duty providing T section 19x19x3mm weighing 0.839kg/for glazing of windows, not more than 34cms, c to c including providing and fixing 4mm thick reeded glass with teak wood beading of required size all steel section should confirm to I.S 7452:1990, 4 nos. of hold fasts of approved size, section should be cut to length welded and grinded electrically subdividing frames of unit shall be tenonned and riveted into the frames electrically. All the steel surface shall be thoroughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour charges and HOM of machinery complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 37, Item No. 7.8)aAll FloorsSqm377.82,609.000.02,609.00130.452,739.45MS GRILL41KSRB 7.9: Providing and fixing M.S. grill work for windows and ventilators weighing approximately 21 kgs / sqm using M.S. flats or square rods or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12. (PWD SR 2012-2013 Gulbarga Circle Page No. 37, Item No. 7.9)aGround Floorkgs377.987.100.087.104.3691.46bFirst Floorkgs37, 487.9, 287.102.5089.604.4894.08cTerrace Floorkgs37, 487.9, 287.105.0092.104.6196.71PLASTERING WORKS42KSRB 15.1.3: Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing, etc., complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 120, Item No. 15.3)aGround FloorSqm12015.365.400.065.403.2768.6743KSRB 15-3.5: Providing 15mm thick cement plaster in single coat with cement mortar 1:4 to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials labour curing complete as per specifications. (PWD SR 2012-2013 Gulbarga Circle Page No. 120, Item No. 15.13)aGround FloorSqm12015.13128.000.0128.006.40134.40bFirst FloorSqm120, 13315.13, 1128.003.50131.506.58138.08cTerrace FloorSqm120, 13315.13, 1128.007.00135.006.75141.7544KSRB 15-3.11: Providing 20 mm thick cement plaster in single coat cement mortar 1:4, to stone masonry and concrete surface including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing, etc., complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 121, Item No. 15.19)aGround FloorSqm121, 13315.19162.000.0162.008.10170.10bFirst FloorSqm121, 13315.19162.003.50165.508.28173.78cTerrace FloorSqm121, 13315.19162.007.00169.008.45177.4545KSRB 15-3.14: Providing 12mm thick cement plaster to ceiling, single coat in cement mortar 1:4, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing, etc., complete as per specification. (PWD SR 2013-2014 BellaryCircle Page No. 121, Item No. 15.22)aGround FloorSqm12115.22122.000.0122.006.10128.10bFirst FloorSqm121, 13315.22, 1122.003.50125.506.28131.78cTerrace FloorSqm121, 13315.22, 1122.007.00129.006.45135.4546KSRB 15-5.1: Providing rough cement plastering 15mm thick in single coat cement mortar 1:4, to brick masonry for base of dadoing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing, etc., complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 122, Item No. 15.30)aGround FloorSqm12215.30122.000.0122.006.10128.10bFirst FloorSqm122, 13315.30, 1122.003.50125.506.28131.78cTerrace FloorSqm122, 13315.30, 1122.007.00129.006.45135.4547KSRB 15.8.2 : Providing and fixing plaster mesh 150mm wide manufactured out of hot galvanized iron of nominal thickness 0.35mm with a zinc costing of 120gms per sqm width, along route of walls chipped for services junction between RCC and brick walls including cost of materials, labours for fixing complete as per specification. (length of mesh only be measured for payment). (PWD SR 2012-2013 Gulbarga Circle Page No. 122, Item No. 15.35)aAll Floorsm12215.3530.600.030.601.5332.1348KSRB 15-7: Providing lime rendering for plastering to wall and ceiling , including cost of materials, labour, curing, complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 122, Item No. 15.33)aGround FloorSqm12215.3315.820.015.820.7916.61bFirst FloorSqm122, 13315.33, 115.823.5019.320.9720.29cTerrace FloorSqm122, 13315.33, 115.827.0022.821.1423.9649KSRB 4-5: Providing lath plaster with cement mortar 1:3, 5 cms thick with 6mm dia mild steel bars at 20cms c to c both horizontally and vertically fixing chicken mesh for drop chejja, fascia, backing of cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. Specification No. KBS. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.27)aGround FloorSqm16, 224.27, 7758.000.0758.0037.90795.90bFirst FloorSqm16, 224.27, 7758.003.50761.5038.08799.58cTerrace FloorSqm16, 224.27, 7758.007.00765.0038.25803.2550KSRB 4-2.12: Extra for providing throting or drip molding to RCC chajja with plastering ( labour charges only ) as per specifications. Specification No. KBS. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.21)aAll Floorsm164.2112.880.012.880.6413.5251Providing groves in plastering on walls 25 to 40mm wide and to the required depth as per design and finished in CM 1: 4 including all labours, materials, scaffolding and curing etc., complete as directed by PMC/EIC. Basic Rate m30.00Contractor Profit 15%4.50Over Head Charges 10%3.00VAT-1%0.30Cess-1%0.05TOTAL 37.85aAll Floorsm37.850.037.851.8939.7452Providing 12mm thick Patti with CM 1:3 to the parapet wall. Providing and removing scaffolding, including cost of all materials, labour and curing etc., complete as directed by PMC/EICBasic Ratem30.00Contractor Profit 15%4.50Over Head Charges 10%3.00VAT-1%0.30Cess-1%0.05TOTAL 37.85aAll Floorsm37.850.037.851.8939.74FLOORING53KSRB 14.10-1: Flooring with 25mm to 40mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS. (PWD SR 2013-2014 Bellary Circle Page No. 110, Item No. 14.15)aGround FloorSqm11014.15792.000.0792.0039.60831.60bFirst FloorSqm110, 11814.15, Note792.001.50793.5039.68833.18cTerrace FloorSqm110, 11814.15, Note792.003.00795.0039.75834.7554KSRB 14.14-5: Providing Ceramic tiles of size 30x30 cms of approved make, shade and size for flooring, treads of steps and landings laid on a bed of 12 mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS. (PWD SR 2013-2014 Bellary Circle Page No. 114, Item No. 14.36.2)aAll FloorsSqm11414.36.2724.000.0724.0036.20760.2055KSRB 14-17.2: Providing skirting, dado, rises of Steps with colour glazed tiles of size 30 cms x 45 cms 6 mm thick with border of size 30 cms x 10 cms on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface (excluding cost of rough plastered surface which should be measured and paid separately) using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Specification No. KBS 14.16, 14.17. (PWD SR 2013-2014 Bellary Circle Page No. 115, Item No. 14.41.3)aAll FloorsSqm11514.41.31,142.000.01,142.0057.101,199.1056Providing and laying flooring using prepolished, water cut/gang saw 19mm thick grey granite laid over existing floor in CM 1:4 at 20mm thick (average) and pointed with white / grey pigment etc., complete. (PWD SR 2013-2014 Bellary Circle Page No. 116, Item No. 14.47.1)aAll FloorsSqm11614.47.11,726.000.01,726.0086.301,812.3057Providing and laying platform using prepolished, water cut/gang saw 40mm thick telephonic Black Granite laid on existing vertical supports and fixing in CM 1:3 proportion. including cutting to required shape, pattern with papper joints, including full rounding for nosing, finished with cement mortar, pointed with colour pigments to match the colour of slab making through lointing with sealent, making holes 25mm x 12 mm grooves in joints including curing. (PWD SR 2013-2014 Bellary Circle Page No. 116, Item No. 14.52)aGround FloorSqm11614.522,212.000.02,212.00110.602,322.60bFirst FloorSqm116,11814.522,212.001.502,213.50110.682,324.18cTerrace FloorSqm116,11814.522,212.003.002,215.00110.752,325.7558Providing half nosing for 20mm thick granite slab using required machinery including cost and conveyance of all materials labour for all items of works HOM of equipment etc., complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 117, Item No. 14.56)aAll Floorsm11714.56118.000.0118.005.90123.9059Providing Vitrified tiles 60 x 60cms of approved make, shade and size for flooring laid on a bed of 12 mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment , including cost of materials, labour, curing, complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 115, Item No. 14.45)aGround FloorSqm11514.45951.000.0951.0047.55998.55bFirst FloorSqm11514.45951.000.0951.0047.55998.55cTerrace FloorSqm11514.45951.000.0951.0047.55998.5560Providing and laying screed concrete average 50mm thick over roof using cement concrete of mix M20 with OPC cement @ 300kgs, 20mm and down size graded granite metal course aggregate @ 0.64cum and fine aggregate @ 0.43 cum with superplastisiser @ 3ltrs confirming to IS : 9103-1999 reaffirmed-2008 machine mixed concrete laid in layers not exceeding 15cms thick well compacted by using one kg water proofing compound per bag of cement, including cost of all materials, labour for HOM of machinery curing etc., complete as per specifications. ( As per KREIS Data Rate Sheet )aAll FloorsSqmData rate 4229.650.0229.6511.48241.1361KSRB 10-2: Providing and laying in position yelahanka tiles of size 250x250mm of approved quality and make, over a bed of cement mortar 1:3 an average thickness 25mm over weather proof course and pointed with cement mortar 1:3 mix with red oxide including curing cost of material, labour complete as per specification. Specification No. KBS. (PWD SR 2013-2014 Bellary Circle Page No. 68, Item No. 10.1)aAll FloorsSqm6810.1666.000.0666.0033.30699.3062KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.KSRB 8.5 : Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.aAll FloorsCum518.41,487.000.01,487.0074.351,561.3563Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.Providing and laying heavy duty cobble stones 80mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level including cost of materials, labour and HOM of machineries complete as per specifications.aGround FloorSqm11814.66.2822.000.0822.0041.10863.10PAINTING WORKS64KSRB 15-14.1: Providing and applying painting in two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 124, Item No. 15.49)aAll FloorsSqm12415.4949.880.049.882.4952.3765KSRB 15-14.2 : Extra over Item 15.14.1 for applying one coat with oil bound washable distemper on ceiling and / or sloping roof as per specifications. (PWD SR 2012-2013 Gulbarga Circle Page No. 124, Item No. 15.49)aAll FloorsSqm12415.49, 15.49.23.130.03.130.163.2966KSRB 15-16.1: Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter including cost of materials, labour, complete as per specifications - with primer. (PWD SR 2013-2014 Bellary Circle Page No. 125, Item No. 15.53)aGround FloorSqm12515.53.262.000.062.003.1065.10bFirst FloorSqm125, 13315.53.2, 262.001.5063.503.1866.68cTerrace FloorSqm125, 13315.53.2, 262.003.0065.003.2568.2567KSRB 15-17.4: Applying priming coat over new wood surface and / or wood based surface, after brushing with ready mix enamel priming paint including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting already mix paint including cost of materials, labour, complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 126, Item No. 15.58)aAll FloorsSqm12615.5822.900.022.901.1524.0568KSRB 15-17.6: Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give even shade cleaning the surface of all dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 126, Item No. 15.60)aAll FloorsSqm12615.6070.970.070.973.5574.5269KSRB 15-18.2 Providing and applying enamel metal paint two coats (excluding priming coat) on new steel or other metal surface brushing to give even shade after cleaning oil, grease, dirt, dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No. 128, Item No. 15.74)aAll FloorsSqm12815.7469.120.069.123.4672.58SS HAND RAIL70Providing and fixing Stainless steel staircase railing as per Chief Architect Drawing No.11520/HRSC with hand rail 50 mm dia 16 Gauge hollow pipe welded to vertical hollow 50 mm dia pipe of 16 gauge, stainless steel vertical pipe spaced at 1.20m regular intervals, and 5 nos of 25 mm dia stainless steel hollow horizontal pipe are welded to vertical 50mm dia hollow pipe. The entire assembly is fixed to staircase concrete by using expansion bolts by drilling concrete etc., complete including cost of materials, labour, HOM of machineries and electrical charges, etc., complete as per specifications. (PWD SR 2013-2014 Bellary Circle Page No.48, Item No.7.38)aAll FloorsSqm487.385,246.000.05,246.00262.305,508.3071Providing and fixing 304 - grade stainless steel hand rails of 14 - gauge pipes for Ramps or Staircase are made out of stainless steel hollow pipes using 50mm dia for verticals @ 1.60mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia base plates 10mm gauge for fixing of Vertical pipes 4nos. anchor bolt and 40mm dia pipes are fixed horizontally for two rows top, one pipes are fixed with vertical pipes another one fixed with elbows and 25mm dia pipes are fixed horizontally for 2 rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms and corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of works, HOM of equipment with all lead and lift, loading and unloading transportation charges and all other incidental charges etc., complete as per specifications and directions of the Engineer- In-charge of the work. Ramps or Staircase for physically challenged. (PWD SR 2013-2014 Bellary Circle Page No. 48, Item No. 7.39)aAll FloorsSqm487.395,246.000.05,246.00262.305,508.3072KSRB 10-3: Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs,balconies,terrace etc.,consisting of following application.(a)Applying and grouting a slurry coat of neat cement using 2.75kg/sqm of cement admixed with proprietary water proofing compound conforming to IS:2645 over the RCC slab after cleaning the surface before treatment.(b)Laying cement concrete using broken brickbats 25mm to 100mm size with 50% of cement mortar 1:5 admixed with proprietary waterproofing compound conforming IS:2645 over 20mm thick layer of cement mortar 1:5 admixed with proprietary waterproofing compound to required slope and treating similarly the adjoining walls up to 300mm height including rounding off junctions of walls and slabs.(c)After two day of proper curing, applying a second coat of cement lorry admixed with proprietary waterproofing compound(d)Finishing the surface with 20mm thick joint less cement cement mortar of mix 1:4 admixed with proprietary waterproofing compound and finally finishing the surface with trowel and neat cement slurry and making of 300x300mm square.(e)The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test including cost of material, labour complete as per specifications. (PWD SR 2012-2013 Gulbarga Circle Page No. 68, Item No. 10.2)aAll FloorsSqm6810.2631.000.0631.0031.55662.55WRITING BOARD73Supplying and fixing P3 grade ceramic steel magnetic writing green board with vitreous enameled steel top surface board, green colour writing with chalk of 2% minimum gloss at 60 degree lead of size 8'x4'. The core material of the board is medium density fiber (MDF) board grade - 1 with 9mm thickness, weighing 750kg per cubic meter as per IS : 12406-2003 Edition 2.2 with ceramic steel sheet of 0.3 to 0.4mm top and galvanized steel of 0.25mm at back with aluminum frame section, front 20mm side 16mm and thickness 1.20mm weight of the board is 12kg per square meter (Aprox.) etc., complete as per specifications. ( As per KREIS Data Rate Sheet )aAll FloorsNoData rate 812,300.000.012,300.00615.0012,915.0074Providing and fixing of Pin up board / notice board with 19mm thick MDF board as base and top fixed with pinup board velvet cloth including providing and fixing of readymade teak wood beading alround as border etc. complete as directed by PMC / EIC ( As per KREIS Data Rate Sheet )aAll FloorsSqmData rate 2,000.000.02,000.00100.002,100.00LOGO75Creating LOGO of KREIS and name of the school in cement plastering work on the plastered surface including painting with two coats of enamel over a coat of wall primer including cost of providing and removing of scaffolding, form work, material, labour complete as directed by PMC/EICaAll FloorsSqmMR495.000.0495.0024.75519.7576Providing and fixing Flag post. including excavation, brick masonry, plastering painting and ms pipe with one coat rust proof paint complete as per directions of PMC / EIC ( As per KREIS Data Rate Sheet )aAll FloorsSqmMR25,000.000.025,000.001,250.0026,250.00
Mannalli - Bidar - SCMDRS Academic&"-,Bold"&P of &NProMax Management Consultants Pvt. Ltd
ESTIMATE -Academic BlockKARNATAKA RESIDENTIAL EDUCATIONAL INSTITUTIONS SOCIETY BANGALOREName of work : CONSTRUCTION OF PROPOSED SC MORARJI DESAI RESIDENTIAL SCHOOL COMPLEX BUILDING AT MANNALLI VILLAGE, BIDAR TALUK, BIDAR DISTRICTACADEMIC BLOCKESTIMATESR 2013-14 BELLARY CIRCLESl. NoITEM OF WORKNo.Length(m)Breadth(m)Depth(m)QuantityUnitRate (in Rs.)Amount(in Rs.)
EARTH WORK EXCAVATION1KSRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of light jungle, removal of stumps stacking of serviceable materials earth filling in the depressions / pit,labour charges complete as per specifications. MORTH / Chapter 2. (PWD SR 2013-2014 Bellary Circle Page No. 146, Item No. 18.11)Front portion148.5007.000339.50Front portion135.2005.400190.08Front portion129.0005.400156.60Inside at Stage location124.4004.300104.92791.10Sqm4.943,908.032KSRB 2-1.2: Earth work in surface excavation in hard soil for leveling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to distance not exceeding 50m and lift up to 1.50m, excavated surface leveled and neatly dressed, disposed earth to be leveled after braking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1 (PWD SR 2012-2013 Gulbarga Circle Page No. 5, Item No. 2.2)Front portion148.5007.0000.300101.85Front portion135.2005.4000.30057.02Front portion129.0005.4000.30046.98Inside at Stage location124.4004.3000.30031.48237.33Cum152.2536,133.493KSRB 2-2.2: Earthwork excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.50m and above in width, in hard soil, not exceeding 1.50m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(b) / 2.3.5. (PWD SR 2013-2014 Bellary Page No. 5, Item No. 2.4)for Footings102.6002.4001.50093.60303.2002.4001.500345.60103.6002.9001.500156.60for Size Stone Masonry for Plinth beam0.0Building Front area surrounding length1134.5000.6500.55048.08Open court yard214.9500.6500.55010.69Inside at Stage location224.4000.6500.55017.45Inside at Stage location24.0500.6500.5502.90Total674.91
10% of total excavation quantity67.49Cum219.4514,811.005KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock without blasting for foundation of buildings water supply, sanitary lines and electrical conduits either in pits or trenches not exceeding 1.5m in depth, stacking the excavated stuff from edges of excavation with lead up to 50m including labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.C / 2.9.4 / 2.18 / 2.19. (PWD SR 2013-2014 Bellary Page No. 5, Item No. 2.6)70% of total excavation quantity472.44
472.44Cum682.50322,440.526KSRB 2-2.6 : Excavation 1.5m and above in width in Hard rock by Chiselling and / or wedging, where blasting is prohibited for foundation of buildings water supply, sanitary lines and electrical conduits either in pits or trenches 1.5m in depth, stacking the excavated stuff clear from from the edges of excavation with lead up to 50m including cost labour complete as per specifications. specification. No. KBS (PWD SR 2013-2014 Bellary Circle Page No. 5, Item No. 2.8)20% of total excavation quantity134.98
134.98Cum978.60132,094.317KSRB 2.3: Filling available excavated earth ( excluding rock ) in sides of foundation up to plinth in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. Specification. No. KBS 2.9. (PWD SR 2013-2014 Bellary Circle Page No. 6, Item No. 2.1)Foundation Excavated Qty (Sl. No. 3)674.91Flooring AreaEnt lobby17.8005.0000.90035.10Principal17.5005.3000.90035.78Office / Record16.0006.0000.90032.40Staircase area17.5003.2500.90021.94Library18.0306.0000.90043.36Class Room - 1 & 226.0009.0000.90097.20Corridor 16.00029.0000.900156.60Corridor opp to class rooms25.0002.8500.90025.65Computer room & Staff Room26.0006.0000.90064.80Toilets26.0004.1000.90044.28Platform 16.0007.5000.90040.50Entry Landing (Area from Autocadd dwg)150.8000.90045.72Stage112.5005.0000.90056.25Green room, & toilet (Girls)13.6004.5250.90014.66Green room, & toilet (Boys)13.6006.4350.90020.85Deduct PCC Qty(135.03)Deduct SSM Qty(33.29)Deduct Footing Qty(177.84)Deduct Upto Plinth Column Qty(8.78)Total1,055.06But available qty is less
67.49Cum98.606,654.668KSRB 2.5 : Earthwork excavation ( in deposited soil ) and filling sides of foundation upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. specification. No. KBS 2.9.9 / 2.9.10.1 / 2.1.1Total filling Qty - avail Qty987.57Cum196.35193,909.349KSRRB M300-19. Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 300.5 complete as per specifications. Morth Specification. No. 301. (PWD SR 2013-2014 Bellary Circle Page No. 152, Item No. 19.2)Surface Excavated Hard Soil Qty (Sl. No. 2)237.33Foundation Excavated Qty (Sl. No. 3)67.49Excavated Soft rock Qty (Sl. No. 5)472.44Excavated Hard rock Qty (Sl. No. 6)134.98Deduct Filling Qty (Sl. No. 6)(67.49)
844.75Cum36.1530,537.83ANTITERMITE TREATMENT11KSRB 3.2: Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the Column pits, walls, trenches, stilt excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of the building, expansion joints, over the top surface of the consolidated earth on which the apron to be laid, surrounding of pipes and conduits, with Chloropyriphos emulsifible concentrates of 20% concentration, including cost of chemical, diluting in water to one percent concentration, labour, HOM of equipments, complete as per specifications. (Plinth area of the building at ground floor only shall be measured) Specification. No. KBS 3.2.6 / 3.2.7. (PWD SR 2013-2014 Bellary Page No. 9, Item No. 3.2)Plinth Area1618.000618.00618.00Sqm101.8562,943.30 PLAIN CEMENT CONCRETE12KSRB 4-1.2: Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220 kgs, using 40mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregates @ 0.465cum machine mixed, concrete laid in layers not exceeding 150mm thick, well compacted in foundation and plinth, cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification. No. KBS 4.1, 4.2. (PWD SR 2013-2014 Bellary Circle Page No. 12, Item No. 4.2)for Footings102.2002.0000.1004.40302.8002.5000.10021.00103.2003.2000.10010.24
For Size Stone Masonry Building Front area surrounding length1134.5000.6500.1008.74Open court yard214.9500.6500.1001.94Flooring area0.0Ent lobby17.850.1003.90Principal17.55.30.1003.98Office / Record1660.1003.60Staircase area17.53.250.1002.44Library18.0360.1004.82Class Room - 1 & 22690.10010.80Corridor 16290.10017.40Corridor opp to class rooms252.850.1002.85Computer room & Staff Room2660.1007.20Toilets264.10.1004.92Platform 167.50.1004.50Entry Landing (Area from Autocadd dwg)150.800.1000.0Stage112.550.1006.25Green room, & toilet (Girls)13.64.5250.1001.63Green room, & toilet (Boys)13.66.4350.1002.32
Building Surrounding Flagging concrete1134.5000.9000.10012.110.0135.03Cum4,171.65563,285.8013KSRB 4-1.6: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240 kgs, using 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation, plinth and cills including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification. No. KBS 4.1, 4.2. (PWD SR 2013-2014 Bellary Circle Page No. 12&13, Item No. 4.6)aGround FloorSize Stone Masonry CopingBuilding Front area surrounding length1134.5000.4500.0754.54Open court yard214.9500.4500.0751.01Window Cills 0.0Building Surrounding Window cills concrete1174.5200.2300.1004.01Ventilator Cills 0.0V21.2000.2300.1000.06V171.5000.2300.1000.24V2112.1000.2300.1000.53V311.8000.2300.1000.04V460.7500.2300.1000.10V5100.9000.2300.1000.21Building Surrounding Flagging concrete1134.5000.9000.0506.05
16.79Cum4,470.9075,088.14bFirst FloorOpen court yard surrounding wall coping129.8000.1150.1000.34Portico parapet wall coping118.6800.1150.1000.21Toilet terrace parapet wall coping121.2200.2300.1000.49For Toilet Terrace dummy columns40.4500.2300.9000.37Window Cills 0.0Building Surrounding Window cills concrete1174.5200.2300.1004.01Ventilator Cills 0.0V41.2000.2300.1000.11V181.5000.2300.1000.28V2112.1000.2300.1000.53V321.8000.2300.1000.08V540.9000.2300.1000.08
6.52Cum4,523.4029,471.94cTerrace FloorParapet wall Coping194.5500.2300.1002.17Open court yard surrounding wall coping129.8000.1150.1000.340.02.52Cum4,575.9011,519.14STONE MASONARY14KSRB 5.2-2: Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:8, stones hammered dressed in courses not less than 20cms high, bond stones at two m. apart in each course including cost of materials, labour, curing, etc., complete as per specification. KBS 5.1.13. (PWD SR 2013-2014 Bellary Circle Page No. 25, Item No. 5.5)for Plinth beam0.0Building Front area surrounding length1134.5000.4500.45027.24Open court yard214.9500.4500.4506.0533.29Cum3,161.55105,251.1615KSRB 5.3-3: Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, stones chistle dressed in courses not less than 15cms high, bond stones at two m. apart in each course including cost of materials, labour, curing, etc., complete as per specification. KBS 5.1.13. (PWD SR 2013-2014 Bellary Circle Page No. 25, Item No. 5.9)aGround FloorBuilding Surrounding1134.5000.4500.45027.24Open court yard surrounding 129.8000.4500.4506.03
33.27Cum4,003.65133,204.44REINFORCED CEMENT CONCRETE16KSRB 4.2.2: Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, Staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6. (PWD SR 2013-2014 Bellary Circle Page No. 13, Item No. 4.11)aGround FloorFootingsF1102.0001.8000.45016.20F2302.6002.3000.600107.64F3103.0003.0000.60054.00Columns upto Plinth100.4500.2301.4001.45300.6000.2301.2505.18100.7500.2301.2502.16Columns above Plinth0.0100.450.233.6003.73300.60.233.60014.90100.750.233.6006.21
Plith Beam0.0Class room (1x2)26.4600.2300.4501.34Class room49.0000.2300.4503.73Betbeen class room & library67.9550.2300.4504.94Library28.0300.2300.4501.66Staircase23.2850.2300.4500.68Entrance15.0000.2300.4500.52Principal room25.3100.2300.4501.10Office/record26.0000.2300.4501.24Opp to class room25.0000.2300.4501.04Opp to class room22.8500.2300.4500.59Platform location both side229.0000.2300.4506.00Internal walls at computer room to staff room76.0000.2300.4504.35Gents toilet24.1000.2300.4500.85Gents toilet Partician21.5000.2300.4500.31L toilet24.1000.2300.4500.85L toilet Partician21.5000.2300.4500.31Partician at staff room16.0000.2300.4500.62Partician at staff room11.3100.2300.4500.14Stage124.4000.2300.4502.53Stage24.0600.2300.4500.84Girls toilet15.0000.2300.4500.52Internal partician12.1900.1150.4500.11Boys toilet16.9000.2300.4500.71Internal partician12.1900.1150.4500.11Internal partician for both toilet11.5000.1150.4500.08Stage entry112.5000.2300.4501.29For Internal walls43.6000.2300.4501.49
Lintel0.0Class room (1x2)26.460.2300.2300.68Class room490.2300.2301.90Betbeen class room & library67.9550.2300.2302.52Library28.030.2300.2300.85Staircase23.2850.2300.2300.35Entrance150.2300.2300.26Principal room25.310.2300.2300.56Office/record260.2300.2300.63Opp to class room250.2300.2300.53Opp to class room22.850.2300.2300.30Platform location both side2290.2300.2303.07Internal walls at computer room to staff room760.2300.2302.22Gents toilet24.10.2301.2302.32Gents toilet Partician21.50.2302.2301.54L toilet24.10.2303.2306.09L toilet Partician21.50.2304.2302.92Partician at staff room160.1155.2303.61Partician at staff room11.310.2306.2301.88Stage124.40.2307.23040.57Stage24.060.2308.23015.37Girls toilet150.2309.23010.61Internal partician12.190.11510.2302.58Boys toilet16.90.23011.23017.82Internal partician12.190.11512.2303.08Internal partician for both toilet11.50.11513.2302.28Stage entry112.50.23014.23040.91For Internal walls43.60.23015.23050.44
465.32Cum5,211.152,424,851.79bFirst FloorColumns in First Floor0.0100.4500.2303.6003.73300.6000.2303.60014.90Lintel0.0Class room (1x2)26.4600.2300.2000.59Class room49.0000.2300.2001.66Betbeen class room & library67.9550.2300.2002.20Library28.0300.2300.2000.74Staircase23.2850.2300.2000.30Entrance15.0000.2300.2000.23Principal room25.3100.2300.2000.49Office/record26.0000.2300.2000.55Opp to class room25.0000.2300.2000.46Opp to class room22.8500.2300.2000.26Platform location both side229.0000.2300.2002.67For Internal walls43.6000.2300.2000.660.029.44Cum5,263.65154,961.86cTerrace FloorColumns in Terrace Floor Staircase head room0.020.6000.2302.4000.6620.7500.2302.4000.83Lintel0.020.2300.2300.2000.0220.2300.2300.2000.02
1.53Cum5,316.158,148.1717KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for RCC beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof, slabs, staircase, lintels, columns including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6. (PWD SR 2013-2014 Bellary Circle Page No. 15, Item No. 4.17)aGround FloorRoof BeamClass room (1x2)26.460.2300.4501.34Class room490.2300.4503.73Betbeen class room & library67.9550.2300.4504.94Library28.030.2300.4501.66Staircase23.2850.2300.4500.68Entrance150.2300.4500.52Principal room25.310.2300.4501.10Office/record260.2300.4501.24Opp to class room250.2300.4501.04Opp to class room22.850.2300.4500.59Platform location both side2290.2300.4506.00Internal walls at computer room to staff room760.2300.5305.12Gents toilet24.10.2300.5301.00Gents toilet Partician21.50.2300.5300.37L toilet24.10.2300.5301.00L toilet Partician21.50.2300.5300.37Partician at staff room160.2300.4500.62Partician at staff room11.310.2300.6000.18Stage124.40.2300.4502.53Stage24.060.2300.4500.84Girls toilet150.2300.3000.35Internal partician12.190.2300.4500.23Boys toilet16.90.2300.3000.48Internal partician12.190.2300.4500.23Internal partician for both toilet11.50.2300.3000.10Stage entry112.50.2300.4501.29For Internal walls43.60.2300.5301.76Roof SlabERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!Entry Landing ERROR:#REF!ERROR:#REF!1.4200.150ERROR:#REF!Portico15.9705.6350.1505.05Staircase0.0Weist slab21.0004.0250.1251.01Steps11.01.0000.3000.1500.50Mid Landing12.0001.2700.1250.320.0ERROR:#REF!Cum5,211.15ERROR:#REF!bFirst FloorRoof BeamClass rom & satilite edu center26.4600.2300.4501.34Class room49.0000.2300.4503.73Betbeen class room & library67.9550.2300.4504.94Library28.0300.2300.4501.66Staircase23.2850.2300.4500.68Entrance15.0000.2300.4500.52Principal room25.3100.2300.4501.10Office/record26.0000.2300.4501.24Opp to class room25.0000.2300.4501.04Opp to class room22.8500.2300.4500.59Platform location both side229.0000.2300.4506.00Internal walls at computer room to staff room76.0000.2300.5305.12Roof SlabLibrary / Reading roomERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!Computer labERROR:#REF!ERROR:#REF!0.150ERROR:#REF!Store / RecordERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!Yoga / Common HallERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.150ERROR:#REF!Staircase0.0Weist slab21.0004.0250.1251.01Steps111.0000.3000.1500.50Mid Landing12.0001.2700.1250.320.0ERROR:#REF!Cum5,263.65ERROR:#REF!cTerrace FloorRoof SlabStaircase Head room slab12.7606.5400.1502.710.02.71Cum5,316.1514,393.8018KSRB 4.2.10 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @ 0.5175cum and fine aggregates @ 0.345cum, with superplastisiser @ 0.225lts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, up to ground floor level including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6. (PWD SR 2013-2014 Bellary Circle Page No. 15, Item No. 4.19)aGround FloorWindow Chajja0.0W21.5000.6001.80W171.8000.6007.56W2112.4000.60015.84W312.1000.6001.26SW11.8000.6001.080.027.54Sqm384.3010,583.62bFirst FloorWindow Chajja0.0W31.5000.6002.70W181.8000.6008.64W2112.4000.60015.84W322.1000.6002.52SW11.8000.6001.080.030.78Sqm387.4511,925.71cTerrace FloorDoor ChajjaD211.2000.6000.720.00.72Sqm390.60281.23WATER PROOFING COMPOUND19KSRB 4-4.2 : Extra for use of water proofing compound in Cement concrete of mix M20, at one kg of compound per bag of cement. Specification No. KBS. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.25)aAll FloorsCum198.450.0RCC SHELVES AND LOFTS (ATTA)20Providing and casting reinforced cement concrete racks with design mix M20, granite or trap jelly 12mm and down size 5 cms thick and below with reinforcements of 6mm dia MS bars at 15 cms. Centre to centre for main reinforcement and at 30cms centre to centre for distribution including supports wherever necessary with burnt brick in CM 1:8 and plastered with CM 1:4 or composite mortar 1:6 including centring, form work, curing etc., complete (inclusive of cost of steel and fabrication charges)aGround FloorLab working platform16.0000.6003.60Sink14.0000.6002.40WB31.8000.6003.24sundries1.000.010.24Sqm603.756,182.40bFirst FloorLab working platform16.0000.6003.60Library 47.5000.60018.00Sink14.0000.6002.40WB21.8000.6002.16sundries1.000.027.16Sqm589.0515,998.60cTerrace Floor0.0Sqm592.200.021Providing RCC loft (atta) 7.5cms thick with cement concrete design mix M20 using clean granite or trap jelly of 20mm and down size with necessary reinforcements at 20cms centre to centre as per design including form work, centring, curing, finishing the exposed faces with cement mortar (1:3) etc., complete (exclusive of cost of steel and fabrication charges).aGround FloorLaboratory room, principal room, staff room36.0000.60010.80
10.80Sqm424.204,581.36bFirst Floor0.0Sqm427.350.0cTerrace Floor0.0Sqm430.500.022Providing and fixing RCC slabs 5cms thick for walls shelves with 12mm and down size jelly cement concrete design mix M20 including CM 1:3 plaster finishing, curing etc., complete (inclusive of cost of steel and fabrication charges). (PWD SR 2013-2014 Bellary Circle Page No. 20, Item No. 4.55)aGround Floor0.00.0Sqm445.200.0bFirst Floor0.00.0Sqm448.350.0cTerrace Floor0.0Sqm451.500.023Providing RCC design mix M20 using granite metal 20mm and down size for 7.5cms thick solid parapet or perforated as per design, specification and directions. (exclusive of cost of steel and fabrication charges) including necessary centering, form work and finishing smooth with CM (1:3) etc., complete. (PWD SR 2013-2014 Bellary Circle Page No. 20, Item No. 4.56)aAll FloorsSqm368.550.0CENTRING AND SHUTTERING24KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.28)aAll FloorsFootingsF1107.6000.45034.20F2309.8000.600176.40F31012.0000.60072.00Columns upto Plinth0.00101.3601.40019.040301.6601.25062.250101.9601.25024.500.0388.39Sqm213.1582,785.3325KSRB 4.6.2: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness up to 200mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 16, Item No. 4.29)aGround FloorRoof SlabERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!Entry Landing ERROR:#REF!ERROR:#REF!1.420ERROR:#REF!Portico15.9705.63533.64Staircase0.0Mid Landing12.0001.2702.54
ERROR:#REF!Sqm274.05ERROR:#REF!bFirst FloorRoof SlabLibrary / Reading roomERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!Computer labERROR:#REF!ERROR:#REF!ERROR:#REF!Store / RecordERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!Yoga / Common HallERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!Staircase0.0Mid Landing12.0001.2702.54
ERROR:#REF!Sqm277.20ERROR:#REF!cTerrace FloorRoof SlabStaircase Head room slab12.7606.54018.05
18.05Sqm280.355,060.4326KSRB 4-6.5: Providing and removing centering, shuttering, strutting, propping etc., Columns, pillars, piers, abutments, posts and struts, square / rectangular / polygon in plan including cost of all materials, labour compete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.32)aGround FloorColumns above Plinth0.00101.3603.60048.960301.6603.600179.280101.9603.60070.56000.00.00.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!
ERROR:#REF!Sqm326.55ERROR:#REF!bFirst FloorColumns in First Floor0.0101.3603.60048.96301.6603.600179.28
228.24Sqm329.7075,250.73cTerrace FloorColumns in Terrace Floor Staircase head room0.021.6602.4007.9721.9602.4009.41
0.0Sqm332.850.027KSRB 4-6.6 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for Columns, pillars, piers, posts and struts, circular or curved in plan including cost of all materials, labour compete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.33)aAll FloorsGround FloorERROR:#REF!ERROR:#REF!0.942ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.723ERROR:#REF!ERROR:#REF!First FloorERROR:#REF!ERROR:#REF!0.723ERROR:#REF!ERROR:#REF!
ERROR:#REF!Sqm711.90ERROR:#REF!28KSRB 4.6.7: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.34)aGround FloorPlith Beam0.0Class room (1x2)26.4600.90011.63Class room49.0000.90032.40Betbeen class room & library67.9550.90042.96Library28.0300.90014.45Staircase23.2850.9005.91Entrance15.0000.9004.50Principal room25.3100.9009.56Office/record26.0000.90010.80Opp to class room25.0000.9009.00Opp to class room22.8500.9005.13Platform location both side229.0000.90052.20Internal walls at computer room to staff room76.0000.90037.80Gents toilet24.1000.9007.38Gents toilet Partician21.5000.9002.70L toilet24.1000.9007.38L toilet Partician21.5000.9002.70Partician at staff room16.0000.9005.40Partician at staff room11.3100.9001.18Girls toilet15.0000.9004.50Boys toilet16.9000.9006.21Stage entry112.5000.90011.25Roof BeamClass room (1x2)26.4600.88011.37Class room49.0000.88031.68Betbeen class room & library67.9550.88042.00Library28.0300.88014.13Staircase23.2850.8805.78Entrance15.0000.8804.40Principal room25.3100.8809.35Office/record26.0000.88010.56Opp to class room25.0000.8808.80Opp to class room22.8500.8805.02Platform location both side229.0000.88051.04Internal walls at computer room to staff room76.0001.04043.68Gents toilet24.1001.0408.53Gents toilet Partician21.5001.0403.12L toilet24.1001.0408.53L toilet Partician21.5001.0403.12Partician at staff room16.0000.8805.28Partician at staff room11.3101.1801.55Stage124.4000.88021.47Stage24.0600.8807.15Girls toilet15.0000.5802.90Internal partician12.1900.8801.93Boys toilet16.9000.5804.00Internal partician12.1900.8801.93Internal partician for both toilet11.5000.5800.87Stage entry112.5000.88011.00For Internal walls43.6001.04014.980.0619.19Sqm237.30146,933.50bFirst FloorRoof BeamClass rom & satilite edu center26.4600.88011.37Class room49.0000.88031.68Betbeen class room & library67.9550.88042.00Library28.0300.88014.13Staircase23.2850.8805.78Entrance15.0000.8804.40Principal room25.3100.8809.35Office/record26.0000.88010.56Opp to class room25.0000.8808.80Opp to class room22.8500.8805.02Platform location both side229.0000.88051.04Internal walls at computer room to staff room76.0001.04043.680.0237.81Sqm240.4557,180.93cTerrace Floor0.00.0Sqm243.600.029KSRB 4.6.9: Providing and removing centering, shuttering, strutting, propping etc., for edges of slabs and breaks in floors, cills, plinth including cost of material, labour complete as per specification. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.36)aGround FloorFor all round outer edge of Slab1107.3900.15016.11Open court yard159.6000.1508.94For Staircase opeining112.6800.1501.90Window Cills 0.0Building Surrounding Window cills concrete2174.5200.10034.90Ventilator Cills V41.2000.1000.48V1141.5000.1002.10V2222.1000.1004.62V321.8000.1000.36V4120.7500.1000.90V5200.9000.1001.80Lintel0.0Class room (1x2)46.4600.2305.94Class room89.0000.23016.56Betbeen class room & library127.9550.23021.96Library48.0300.2307.39Staircase43.2850.2303.02Entrance25.0000.2302.30Principal room45.3100.2304.89Office/record46.0000.2305.52Opp to class room45.0000.2304.60Opp to class room42.8500.2302.62Platform location both side429.0000.23026.68Internal walls at computer room to staff room146.0000.23019.32Gents toilet44.1001.23020.17Gents toilet Partician41.5002.23013.38L toilet44.1003.23052.97L toilet Partician41.5004.23025.38Partician at staff room26.0005.23062.76Partician at staff room21.3106.23016.32Stage224.4007.230352.82Stage44.0608.230133.66Girls toilet25.0009.23092.30Internal partician22.19010.23044.81Boys toilet26.90011.230154.97Internal partician22.19012.23053.57Internal partician for both toilet21.5001,216.03Sqm559.65680,548.45Stage entryFor Internal walls
bFirst FloorFor all round outer edge of Slab194.5500.15014.18Open court yard159.6000.1508.94For Staircase opeining112.6800.1501.90Window Cills 0.0Building Surrounding Window cills concrete2174.5200.10034.90Ventilator Cills 0.0V81.2000.1000.96V1161.5000.1002.40V2222.1000.1004.62V341.8000.1000.72V580.9000.1000.72Lintel0.0Class room (1x2)46.4600.2005.17Class room89.0000.20014.40Betbeen class room & library127.9550.20019.09Library48.0300.2006.42Staircase43.2850.2002.63Entrance25.0000.2002.00Principal room45.3100.2004.25Office/record46.0000.2004.80Opp to class room45.0000.2004.00Opp to class room42.8500.2002.28Platform location both side429.0000.20023.20For Internal walls83.6000.2005.76163.35Sqm562.8091,932.54cTerrace FloorFor all round outer edge of Slab118.6000.1502.79Lintel0.0040.2300.2000.18040.2300.2000.18Parapet wall Coping294.5500.10018.91
22.07Sqm565.9512,489.3830KSRB 4.6.10: Providing and removing centering, shuttering, strutting, propping etc., for chajjas, corbels etc., including edges including cost of material, labour complete as per specification. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.37)aGround FloorWindow Chajja0.0W21.5000.6001.80W171.8000.6007.56W2112.4000.60015.84W312.1000.6001.26SW11.8000.6001.08
27.54Sqm234.156,448.49bFirst FloorWindow Chajja0.0W31.5000.6002.70W181.8000.6008.64W2112.4000.60015.84W322.1000.6002.52SW11.8000.6001.08
30.78Sqm237.307,304.09cTerrace FloorDoor Chajja0.0D211.2000.6000.720.00.72Sqm240.45173.1231KSRB 4.6.11: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for Stairs (excluding landing) except spiral staircase including cost of all materials, labour complete as per specification. Specification No. KBS 4.6.2. (PWD SR 2013-2014 Bellary Circle Page No. 17, Item No. 4.38)aGround FloorStaircase0.0Weist slab21.0004.0258.05Steps241.0000.1503.600.011.65Sqm417.904,868.47bFirst FloorStaircase0.0Weist slab21.0004.0258.05Steps241.0000.1503.600.011.65Sqm421.054,905.17cTerrace Floor0.0Sqm424.200.032KSRB 4.9.2: Providing T.M.T Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design(laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3. Lift Charges for steel of all diameter for additional floors over ground floor per floor height of 3.5 m. or apart thereof cost of labour complete as per specifications. Specification No. KBS. (PWD SR 22013-2014 Bellary Circle Page No. 19, Item No. 4.46)aGround Floor518*10.764*4.5/100250.91
250.91q7,238.701,816,253.82bFirst Floor427.17*10.764*4/100183.92
183.92q7,275.771,338,176.46cTerrace Floor16.96*10.764*4/1007.30
7.30q7,275.7753,129.84MASONARY WORK33KSRB 6-2.3: Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 50 (table molded) with cement mortar 1:6 for basement and superstructure including the cost of materials, labour charges, scaffolding, cuing etc., complete as per specifications. Specification No. KBS 6.2. (PWD SR 2013-2014 Bellary Circle Page No. 30, Item No. 6.6)aGround FloorClass room (1x2)26.460.2303.1509.36Class room490.2303.15026.08Betbeen class room & library67.9550.2303.15034.58Library28.030.2303.15011.64Staircase23.2850.2303.1504.76Entrance150.2303.0703.53Principal room25.310.2303.0707.50Office/record260.2303.0708.47Opp to class room250.2303.1507.25Opp to class room22.850.2303.0003.93Platform location both side2290.2303.60048.02Internal walls at computer room to staff room760.2303.60034.78Gents toilet24.10.2303.6006.79Gents toilet Partician21.50.2303.6002.48L toilet24.10.2303.6006.79L toilet Partician21.50.2303.6002.48Partician at staff room160.1153.6002.48Partician at staff room11.310.2303.6001.08Stage124.40.2303.60020.20Stage24.060.2303.6006.72Girls toilet150.2303.6004.14Internal partician12.190.1153.6000.91Boys toilet16.90.2303.6005.71Internal partician12.190.1153.6000.91Internal partician for both toilet11.50.1153.6000.62Stage entry112.50.2303.60010.35For Internal walls43.60.2303.60011.92
DeductionsDoor D-41.5000.2302.100(2.90)D1-31.2000.2302.100(1.74)D2-40.9000.2302.100(1.74)Grill-2.01.8000.2303.470(2.87)Window 0.0W-21.2000.2301.350(0.75)W1-71.5000.2301.350(3.26)W2-112.1000.2301.350(7.17)W3-11.8000.2301.350(0.56)SW-11.5000.2302.100(0.72)Ventilator0.0V-21.2000.2300.450(0.25)V1-71.5000.2300.450(1.09)V2-112.1000.2300.450(2.39)V3-11.8000.2300.450(0.19)V4-60.7500.2300.450(0.47)V5-100.9000.2300.450(0.93)Lintel0.0Class room (1x2)-26.4600.2300.230(0.68)Class room-49.0000.2300.230(1.90)Betbeen class room & library-67.9550.2300.230(2.52)Library-28.0300.2300.230(0.85)Staircase-23.2850.2300.230(0.35)Entrance-15.0000.2300.230(0.26)Principal room-25.3100.2300.230(0.56)Office/record-26.0000.2300.230(0.63)Opp to class room-25.0000.2300.230(0.53)Opp to class room-22.8500.2300.230(0.30)Platform location both side-229.0000.2300.230(3.07)Internal walls at computer room to staff room-76.0000.2300.230(2.22)Gents toilet-24.1000.2301.230(2.32)Gents toilet Partician-21.5000.2302.230(1.54)L toilet-24.1000.2303.230(6.09)0.0232.64Cum4,692.451,091,653.88bFirst FloorClass room (1x2)26.4600.2303.1509.36Class room49.0000.2303.15026.08Betbeen class room & library67.9550.2303.15034.58Library28.0300.2303.15011.64Staircase23.2850.2303.1504.76Entrance15.0000.2303.0703.53Principal room25.3100.2303.0707.50Office/record26.0000.2303.0708.47Opp to class room25.0000.2303.1507.25Opp to class room22.8500.2303.0003.93Platform location both side229.0000.2303.60048.02For Internal walls43.6000.2303.60011.92Toilet terrace Parapet wall 121.2200.2300.9004.39Deductions0.0Door 0.0D-41.5000.2302.100(2.90)D1-21.2000.2302.100(1.16)D2-10.9000.2302.100(0.43)Grill-2.01.8000.2303.470(2.87)Window 0.0W-31.2000.2301.350(1.12)W1-81.5000.2301.350(3.73)W2-112.1000.2301.350(7.17)W3-21.8000.2301.350(1.12)SW-11.5000.2302.100(0.72)Ventilator0.0V-41.2000.2300.450(0.50)V1-81.5000.2300.450(1.24)V2-112.1000.2300.450(2.39)V3-21.8000.2300.450(0.37)V5-40.9000.2300.450(0.37)Lintel0.0Class room (1x2)-26.4600.2300.200(0.59)Class room-49.0000.2300.200(1.66)Betbeen class room & library-67.9550.2300.200(2.20)Library-28.0300.2300.200(0.74)Staircase-23.2850.2300.200(0.30)Entrance-15.0000.2300.200(0.23)Principal room-25.3100.2300.200(0.49)Office/record-26.0000.2300.200(0.55)Opp to class room-25.0000.2300.200(0.46)Opp to class room-22.8500.2300.200(0.26)Platform location both side-229.0000.2300.200(2.67)For Internal walls-43.6000.2300.200(0.66)144.53Cum4,718.70681,993.81cTerrace FloorGrid 8E' - 10E' & 8F' - 10F'2ERROR:#REF!0.2302.270ERROR:#REF!Grid 8E' -8F' & 10E'-10F'22.0000.2302.2702.09Parapet wall 194.5500.2300.90019.57Deductions0.0Door D2-10.9000.2302.100(0.43)Lintel0.00-20.2300.2300.200(0.02)0-20.2300.2300.200(0.02)ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!0.900ERROR:#REF!0.0ERROR:#REF!Cum4,744.95ERROR:#REF!34KSRB 6-7.4: Construction of Partition wall 11.2cms thick with non-modular ground molded burnt bricks of class designation 50 with cement mortar 1:4 including cost of material, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2. (PWD SR 2013-2014 Bellary Circle Page No. 33, Item No. 6.26)aGround FloorERROR:#REF!ERROR:#REF!ERROR:#REF!3.470ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3.470ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3.475ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3.475ERROR:#REF!Deductions0.0Openings-30.7503.475(7.82)Door D3-90.7502.100(14.18)Lintel0.0-1ERROR:#REF!ERROR:#REF!ERROR:#REF!
ERROR:#REF!Sqm630.00ERROR:#REF!bFirst FloorOpen court yard surrounding wall 129.8000.90026.82Portico Parapet wall118.6800.90016.81Deductions0.0Door 0.00.0D3-90.7502.100(14.18)
29.46Sqm632.6318,635.38cTerrace FloorOpen court yard surrounding wall 129.8000.90026.82
26.82Sqm635.2517,037.41DOORS 35KSRB 9.4-4 : Providing Sal wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster grooves (excluding cost of cement concrete and side clamps), but including cost of all materials, labour, HOM of machineries complete as per specifications. Specification No. KBS 9.33. (PWD SR 2013-2014 Bellary Circle Page No. 55, Item No. 9.13)aAll FloorsGround FloorD47.2000.1250.0650.23D135.4000.1500.0750.18D245.1000.1250.0650.17
First FloorD45.7000.1250.0650.19D125.4000.1500.0750.12D215.1000.1250.0650.04
Terrace FloorD215.1000.1250.0650.04
0.97Cum49,939.0548,522.0336Providing and fixing factory made 35mm thick solid core flush door comprising of commercial ply finish kutty bond wood or equivalent make filled with kiln seasoned wooden reapers with 6mm thick solid teak wood external lipping around the shutter affixed by gluing under pressure (machine pressed) shutter fixed with 125mm MS oxidized heavy duty hinges 4nos., 30cm long powder coated tower bolts 2nos., 150mm oxidized MS handles 2nos., with one aldrop for locking etc., complete including cost of material, labour charges HOM of machineries, supply to respective work spot fixing in position etc., complete. ( As per KREIS Date Rate ).aAll FloorsGround FloorD41.5002.10012.60D131.2002.1007.56D240.9002.1007.56
First FloorD41.5002.10012.60D121.2002.1005.04D210.9002.1001.89
Terrace FloorD210.9002.1001.89
49.14Sqm3,097.50152,211.1537Providing and fixing door frame made out of MS angle of size 50x50x6mm on three sides, 20x20x3mm at bottom, 20x20x3mm hold fasts of 0.23m length on both sides 2nos. Each, 100mm MS hinges 3 nos. with necessary locking arrangements including one coat of anticorrosive red lead ready-mix priming coat, all labour charges for cutting, welding, grinding loading and unloading, transportation to work spot etc., complete as per specification. ( As per KREIS Date Rate ).aAll FloorsGround FloorD394.95044.550.044.55m456.7520,348.2138Providing and fixing factory made Cladded Door shutter 29mm thick manufactured out of 25mm thick boiled water proof solid core single leaf composite commercial ply laminated with 2mm thick PVC sheet on back side and 2mm thick prelaminated PVC sheet on front side, 10mm thick PVC sheet bottom lipping all round using PVC solvent cement etc., including cost of material, transportation, including fixtures 150mm powder coated handles 2nos., 150mm tower bolt 1no., MS aldrop 1 no., with necessary screws etc., complete as per specification. ( As per KREIS Date Rate ).aAll FloorsGround FloorD390.7502.10014.180.014.18Sqm3,528.0050,009.40WINDOWS AND VENTILATORS39KSRB 7.10 : Providing and fixing in position aluminum windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg/m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminum handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminum sections including cutting to required length, joints mitered subdividing the frame tenonned and riveted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, rail plugs, or teak wood gatties includin
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