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CONSTRUCTION OF RESIDENTIAL BUILDING AT SAGAR, SHIMOGA WARD NO- 2/10 , ASSESMENT NO -958-938/1 Est cost: 3467000.00 Description No Dimensions Quantity Unit Rate Length Breadth Depth Earth work:- 1 1 1 14.00 20.00 0.15 42.00 42.00 Cum 127.60 2 Footings 1 18 1.20 1.20 1.20 31.10 9" Walls 1 1 68.55 1.05 1.30 93.57 124.67 124.67 Cum 152.90 3 1 1 10.5 12.67 0.45 59.87 (-)Deduction 1 1 68.55 0.23 0.45 -7.09 Total Excavation 124.67 Total P.C.C Qty 24.39 Total S.S.M 43.19 50.00 Cum 102.30 Sl. No. levelling 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 a distance not exceeding 50m and lift upto 1.50m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specification. (P-5, I-2.1) conduits either in pits or in trenches 1.5m and above in width, in Ordinary soil not exceeding 1.5m. In depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m. after breaking specification. (P-5, I- 2.3) Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m and lift upto 1.5 m including cost of all labour complete as per specifications. (P-6, I-2.10)

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BVRCONSTRUCTION OF RESIDENTIAL BUILDING AT SAGAR, SHIMOGAWARD NO- 2/10 , ASSESMENT NO -958-938/1Est cost:3467000.00Sl. No.DescriptionNoDimensionsQuantityUnitRateAmountLengthBreadthDepthEarth work:-1Earthwork in surface excavation in ordinary soil for levelling 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 a distance not exceeding 50m and lift upto 1.50m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specification. (P-5, I-2.1)1114.0020.000.1542.0042.00Cum127.605359.002Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Ordinary soil not exceeding 1.5m. In depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m. after breaking specification. (P-5, I-2.3)Footings1181.201.201.2031.109" Walls1168.551.051.3093.57124.67124.67Cum152.9019063.003Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m and lift upto 1.5 m including cost of all labour complete as per specifications. (P-6, I-2.10)1110.512.670.4559.87(-)Deduction1168.550.230.45-7.09Total Excavation124.67Total P.C.C Qty24.39Total S.S.M43.1950.00Cum102.305115.00Plain cement concrete work:4Providing and laying in position plain cement concrete of nominal mix M 7.5 (1:4:8) with OPC cement at 180kgs, with 40mm and down size graded granite using 40mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation and plinth, including cost all materials, labour, HOM of machinery, curing complete as per specifications.(P-12, I-4.3)Footings1181.201.200.153.899" Walls1168.551.050.107.20Floor Concrete1110.5012.670.1013.3024.3924.39Cum4629.90112920.00Stone work:5Providing and constructing granite/trap/basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m apart in each course including cost of materials, labour, curing complete as per specifications. (P-25, I-5.6)9" Walls1168.550.450.6018.511168.550.600.6024.6843.1943.19Cum3505.50151390.006Providing and constructing granite/trap/basalt size stone masonry in basement with cement mortar 1:6, stone chistel dressed in courses not less than 20 cms high, bond stones at two m apart in each course including cost of materials, labour, curing complete as per specifications. (P-26, I-5.9)1168.550.450.309.25(-)Deductions1180.230.300.45-0.568.708.70Cum4184.4036385.007KSRB 15.1.3 Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after racking the joints to depth of 20mm nicely lining, including costs of materials, labour, curing complete as per specifications. ( page No123 I no 15.3)1146.340.3013.9013.90Sqm80.301116.00Brick work:8Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular brick of standard size of class designation 35 with cement morter 1:6 including cost of materials,labour charges,scaffolding,curing complete as per specifications. (P-30, I-6.3)9" thick wall1168.550.233.0548.09First Floor1169.510.234.2668.11Second Floor1169.510.234.2668.11First Floor 4" thick wall1169.510.102.3015.99Second Floor 4" thick wall1169.510.102.3015.99Parapet Wall1146.340.100.904.17DeductionsD11120.900.232.10-5.22D2180.750.232.10-2.90W1131.200.231.20-4.31W21150.750.231.20-3.11V1110.750.230.60-1.14Net Qty:203.78203.78Cum5405.401101520.00Reinforced cement concrete work:9Providing & laying in position reinforced cement concrete of design mix M20 with OPC @ 320kgs,with 20mm and down size graded granite meta coarse aggrigates @0.878cum and fine aggrigates @ 0.459cum, with superplastisiser @ 3ltrs confirming to IS 9103-1999 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, lintles, 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, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM machinery, curing, complete as per specifications. (P-13, I-4.11)Lintels1169.750.230.101.60S/C134.150.900.131.400.5440.900.250.130.62Footing1181.201.200.256.48Plinth Beam1167.310.230.233.56Beam13113.740.200.2013.65Column Concrete1180.230.2311.5711.02Slabs1310.8012.970.1042.0280.35Cum5923.50475969.0010Providing and laying in position Rein forced cement concrete of design mix M20 with OPC cement @ 27.20 kgs, with 12mm and down size gradedd granite metal coarse aggrigates, @ 0.5865cum and fine aggrigates @o.391cum,with superplastisiser @ 0.225ltrs,machine mixed ,well compacted for plain chajja of 8.5m cms average thickness, up to ground floor level ,including cost of all materials , labour complete as per specifications. ( page no 15 Item no 4.20 )W1131.20.457.02W21150.750.455.06V1110.750.454.957.02Sqm492.803459.0011Providing T.M.Tsteel 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 whereever 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.for TMT bars Fe 500 (P-19, I-4.46.1)Chejja413.30413.30Footing1030.131030.13Plinth Beam259.45259.45Beam589.28589.28Roof slab/lintel/Beam1814.331814.3341.07Qtl7564.70310644.00Form work:12Providing 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 upto 200mm including cost of all materials, labour complete as per specifications. (P-16, I-4.29)Lintels2169.750.1520.93Slabs420.23S/C134.150.9011.211440.900.1539.60324.150.1524.90W1131.20.454.39W21150.7511.25V1110.750.454.95537.45Sqm238.70128288.00Wood work:13Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps), but including cost of materials, labour, HOM of machineries complete as per specifications.(P-57, I-9.10)D1120.130.102.100.320.32Cum153390.0048318.0014Providing and fixing in position fully panelled Teak wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications.(excluding cost of fixtures) (P-57, I-9.14)D1150.91.908.558.55Sqm6154.2052618.0015Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps), but including cost of materials, labour, HOM of machineries complete as per specifications.(P-57, I-9.12)W0131.20.231.650.00W20150.750.230.600.00V0110.750.230.450.000.000.00Cum57741.200.0016Providing and fixing in position fully panelled Mathi/ Nandi wood shutters for doors, styles and rails of 40mm. Thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications.(excluding cost of fixtures) (P-58, I-9.16)D11120.91.9020.5220.52Sqm2886.4059229.0017Providing and fixing in position fully glazed for windows shutters with Honne wood styles and rails of 35mm. Thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materails, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) (P-62, I-9.69)W1131.21.6525.7425.74Sqm2555.3065773.00Plastering work:18Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P -124, I-15.21)CeilingShop124.293.1827.28Store room and Care Room124.293.1827.28Store112.031.503.05Parking Area124.293.6431.23Bath112.031.503.05Pantry122.031.506.09Kitchen121.981.505.94Bath1102.031.5030.45Bedroom161.983.1837.78Living Room1101.983.1862.96Bedroom121.983.1812.59Passage121.0012.6725.34Passage111.3212.6716.72289.77289.77Sqm165.0047812.0019Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providng and removing scaffolding, including cost of materials, labour, curing complete as per speci (P-124, I-15.16)Internal PlasteringShop144.293.0552.34143.183.0538.80Store room and Care Room144.293.0552.34143.183.0538.80Store122.033.0512.38121.53.059.15Bath122.033.0512.38121.53.059.15Pantry142.033.0524.77141.53.0518.30Kitchen141.983.0524.16141.53.0518.30Bath1202.033.05123.831201.53.0591.50Bedroom1121.984.26101.221123.184.26162.56Living Room1201.984.26168.701203.184.26270.94Bedroom141.984.2633.74143.184.2654.19DeductionD11120.92.1-22.68D2180.752.1-12.60W1131.21.2-18.72W21150.751.2-13.50V1110.750.6-4.95AQty:1245.07Out side Building1146.3412.77591.761129.183.2093.38BQty: =685.14Net Qty: ( A + B )1930.211930.21Sqm188.10363073.00Painting work:20Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drpos and other foreign matter including preparing the surface even as sand paper smooth, cost of materials, labour, complete as per specifications. (P -127, I-15.49.1&15.49.2)Quantity Vide item No. 18+19A+ 19.B2219.982219.98Sqm64.35142856.0021Applying priming coat over new wood surface and / or wood based with white lead paint priming including preparing the surface after throughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. (P- 128, I-15.55)D12.25120.90.232.111.74D22.2580.750.232.16.52W2.25131.20.231.29.69W22.25150.750.231.26.99V2.25110.750.230.62.5637.49Sqm31.901196.0022Providing and applying enamel metal paint 2 coats (excluding primer coat ) over new steel or other metal surface brushing to give and even shade after cleaning oil or greas dirt and other foreign matter, including cost of materials labour complete as per specification ( page no 124 I no 15.74 )Quantity Vide item No. 2137.4937.49Sqm68.202557.00Flooring work:23Providing and fixing special make glazed Vetrified tiles (granomite finish ) of approved make , quality and colour of size 600X600X10mm thick fixed on existing flooring with a Special roof adhesive for flooring and skirting etc , complete including providing spears at required interval and remooving stains etc ,complete ( page no 117 Item no 14.43 )Bath112.031.503.05Pantry122.031.506.09Kitchen121.981.505.94Bath1102.031.5030.45Bedroom161.983.1837.78Living Room1101.983.1862.96Bedroom121.983.1812.59158.86158.86Sqm1392.60221229.0024Electrical expensesLS55000.0025Sanitary ExpencesLS55000.0026Miscelleneous1111.00Total Rs.3467000.00(Rupees Thirty Four Lakhs Sixty Seven thousand Only)CERTIFICATES1)The work spot has been inspected and the work is found necessary.2)This estimate is prepared as per C.S.R. of 2013-143)The provisions were made in this estimate are necessary and adequate.4)This works come under Shivmoga circle. limits5)The work is not split up.EngineerOwner

BVR RevisedCONSTRUCTION OF RESIDENTIAL BUILDING AT SAGAR, SHIMOGAWARD NO- 2/10 , ASSESMENT NO -958-938/1Est cost:2548000.00Sl. No.DescriptionNoDimensionsQuantityUnitRateAmountLengthBreadthDepthEarth work:-1Earthwork in surface excavation in ordinary soil for levelling 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 a distance not exceeding 50m and lift upto 1.50m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specification. (P-5, I-2.1)1114.0020.000.1542.0042.00Cum127.605359.002Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Ordinary soil not exceeding 1.5m. In depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m. after breaking specification. (P-5, I-2.3)Footings1181.201.201.2031.109" Walls1168.551.051.3093.57124.67124.67Cum152.9019063.003Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m and lift upto 1.5 m including cost of all labour complete as per specifications. (P-6, I-2.10)1110.512.670.4559.87(-)Deduction1168.550.230.45-7.09Total Excavation124.67Total P.C.C Qty24.39Total S.S.M43.1950.00Cum102.305115.00Plain cement concrete work:4Providing and laying in position plain cement concrete of nominal mix M 7.5 (1:4:8) with OPC cement at 180kgs, with 40mm and down size graded granite using 40mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation and plinth, including cost all materials, labour, HOM of machinery, curing complete as per specifications.(P-12, I-4.3)Footings1181.201.200.153.899" Walls1168.551.050.107.20Floor Concrete1110.5012.670.1013.3024.3924.39Cum4629.90112920.00Stone work:5Providing and constructing granite/trap/basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m apart in each course including cost of materials, labour, curing complete as per specifications. (P-25, I-5.6)9" Walls1168.550.450.6018.511168.550.600.6024.6843.1943.19Cum3505.50151390.006Providing and constructing granite/trap/basalt size stone masonry in basement with cement mortar 1:6, stone chistel dressed in courses not less than 20 cms high, bond stones at two m apart in each course including cost of materials, labour, curing complete as per specifications. (P-26, I-5.9)1168.550.450.309.25(-)Deductions1180.230.300.45-0.568.708.70Cum4184.4036385.007KSRB 15.1.3 Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after racking the joints to depth of 20mm nicely lining, including costs of materials, labour, curing complete as per specifications. ( page No123 I no 15.3)1146.340.3013.9013.90Sqm80.301116.00Brick work:8Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular brick of standard size of class designation 35 with cement morter 1:6 including cost of materials,labour charges,scaffolding,curing complete as per specifications. (P-30, I-6.3)9" thick wall1168.550.233.0548.09First Floor1169.510.234.2668.11First Floor 4" thick wall1169.510.102.3015.99Parapet Wall1146.340.100.904.17DeductionsD1160.900.232.10-2.61D2170.750.232.10-2.54W161.200.231.20-1.99W2190.750.231.20-1.86V140.750.230.60-0.41Net Qty:126.94126.94Cum5405.40686180.00Reinforced cement concrete work:9Providing & laying in position reinforced cement concrete of design mix M20 with OPC @ 320kgs,with 20mm and down size graded granite meta coarse aggrigates @0.878cum and fine aggrigates @ 0.459cum, with superplastisiser @ 3ltrs confirming to IS 9103-1999 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, lintles, 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, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM machinery, curing, complete as per specifications. (P-13, I-4.11)Lintels1137.050.230.100.85S/C134.150.900.131.400.5440.900.250.130.62Footing1181.201.200.256.48Plinth Beam1167.310.230.233.56Beam12113.740.200.209.10Column Concrete1180.230.237.316.96Slabs1210.8012.970.1028.0256.99Cum5923.50337563.0010Providing and laying in position Rein forced cement concrete of design mix M20 with OPC cement @ 27.20 kgs, with 12mm and down size gradedd granite metal coarse aggrigates, @ 0.5865cum and fine aggrigates @o.391cum,with superplastisiser @ 0.225ltrs,machine mixed ,well compacted for plain chajja of 8.5m cms average thickness, up to ground floor level ,including cost of all materials , labour complete as per specifications. ( page no 15 Item no 4.20 )W161.20.453.24W2190.750.453.04V140.750.451.803.24Sqm492.801597.0011Providing T.M.Tsteel 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 whereever 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.for TMT bars Fe 500 (P-19, I-4.46.1)Chejja190.76190.76Footing791.31791.31Plinth Beam163.92163.92Beam392.85392.85Roof slab/lintel/Beam1209.561209.5627.48Qtl7564.70207908.00Form work:12Providing 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 upto 200mm including cost of all materials, labour complete as per specifications. (P-16, I-4.29)Lintels2137.050.1511.11Slabs280.15S/C124.150.907.471440.900.1539.60324.150.1524.90W161.20.452.03W2190.756.75V140.750.451.80373.81Sqm238.7089229.00Wood work:13Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps), but including cost of materials, labour, HOM of machineries complete as per specifications.(P-57, I-9.10)D160.130.102.100.160.16Cum153390.0024159.0014Providing and fixing in position fully panelled Teak wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications.(excluding cost of fixtures) (P-57, I-9.14)D1150.91.908.558.55Sqm6154.2052618.0015Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps), but including cost of materials, labour, HOM of machineries complete as per specifications.(P-57, I-9.12)W061.20.231.650.00W2090.750.230.600.00V040.750.230.450.000.000.00Cum57741.200.0016Providing and fixing in position fully panelled Mathi/ Nandi wood shutters for doors, styles and rails of 40mm. Thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications.(excluding cost of fixtures) (P-58, I-9.16)D1160.91.9010.2610.26Sqm2886.4029614.0017Providing and fixing in position fully glazed for windows shutters with Honne wood styles and rails of 35mm. Thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materails, labour charges, HOM of machineries complete as per specifications. (excluding cost of fixtures) (P-62, I-9.69)W161.21.6511.8811.88Sqm2555.3030357.00Plastering work:18Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P -124, I-15.21)CeilingShop124.293.1827.28Store room and Care Room124.293.1827.28Store112.031.503.05Parking Area124.293.6431.23Bath112.031.503.05Pantry122.031.506.09Kitchen121.981.505.94Bath1102.031.5030.45Bedroom161.983.1837.78Living Room1101.983.1862.96Bedroom121.983.1812.59Passage121.0012.6725.34Passage111.3212.6716.72289.77289.77Sqm165.0047812.0019Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providng and removing scaffolding, including cost of materials, labour, curing complete as per speci (P-124, I-15.16)Internal PlasteringShop144.293.0552.34143.183.0538.80Store room and Care Room144.293.0552.34143.183.0538.80Store122.033.0512.38121.53.059.15Bath122.033.0512.38121.53.059.15Pantry142.033.0524.77141.53.0518.30Kitchen141.983.0524.16141.53.0518.30Bath1202.033.05123.831201.53.0591.50Bedroom1121.984.26101.221123.184.26162.56Living Room1201.984.26168.701203.184.26270.94Bedroom141.984.2633.74143.184.2654.19DeductionD1160.92.1-11.34D2170.752.1-11.03W161.21.2-8.64W2190.751.2-8.10V140.750.6-1.80AQty:1276.62Out side Building1146.348.51394.351129.183.2093.38BQty: =487.73Net Qty: ( A + B )1764.351764.35Sqm188.10331874.00Painting work:20Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drpos and other foreign matter including preparing the surface even as sand paper smooth, cost of materials, labour, complete as per specifications. (P -127, I-15.49.1&15.49.2)Quantity Vide item No. 18+19A+ 19.B2054.122054.12Sqm64.35132182.0021Applying priming coat over new wood surface and / or wood based with white lead paint priming including preparing the surface after throughly cleaning oil, grease, dirt and foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. (P- 128, I-15.55)D12.2560.90.232.15.87D22.2570.750.232.15.71W2.2561.20.231.24.47W22.2590.750.231.24.19V2.2540.750.230.60.9321.17Sqm31.90675.0022Providing and applying enamel metal paint 2 coats (excluding primer coat ) over new steel or other metal surface brushing to give and even shade after cleaning oil or greas dirt and other foreign matter, including cost of materials labour complete as per specification ( page no 124 I no 15.74 )Quantity Vide item No. 2121.1721.17Sqm68.201444.00Flooring work:23Providing and fixing special make glazed Vetrified tiles (granomite finish ) of approved make , quality and colour of size 600X600X10mm thick fixed on existing flooring with a Special roof adhesive for flooring and skirting etc , complete including providing spears at required interval and remooving stains etc ,complete ( page no 117 Item no 14.43 )Bath112.031.503.05Pantry122.031.506.09Kitchen121.981.505.94Bath142.031.5012.18Bedroom141.983.1825.19Living Room161.983.1837.78Bedroom121.983.1812.59102.81102.81Sqm1392.60143176.0024Electrical expensesLS50000.0025Sanitary ExpencesLS50000.0026Miscelleneous264.00Total Rs.2548000.00(Rupees Twenty Five Lakhs Forty Eight thousand Only)CERTIFICATES1)The work spot has been inspected and the work is found necessary.2)This estimate is prepared as per C.S.R. of 2013-143)The provisions were made in this estimate are necessary and adequate.4)This works come under Shivmoga circle. limits5)The work is not split up.EngineerOwner

Compound WallCONSTRUCTION OF COMPOUND WALL FOR RESIDENTIAL BUILDING AT SAGAR, SHIMOGA DISTRICTWARD NO- 2/10 , ASSESMENT NO -958-938/1Est cost:208000.00Sl. No.DescriptionNoDimensionsQuantityUnitRateAmountLengthBreadthDepthEarth work:-1Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Ordinary soil not exceeding 1.5m. In depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m. after breaking specification. (P-5, I-2.3)1214.000.750.8016.801217.000.750.7017.8534.6534.65Cum152.905298.00Plain cement concrete work:2Providing and laying in position plain cement concrete of nominal mix M 7.5 (1:4:8) with OPC cement at 180kgs, with 40mm and down size graded granite using 40mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation and plinth, including cost all materials, labour, HOM of machinery, curing complete as per specifications.(P-12, I-4.3)1214.000.750.102.101217.000.750.102.554.654.65Cum4629.9021529.00Stone work:3Providing and constructing granite/trap/basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m apart in each course including cost of materials, labour, curing complete as per specifications. (P-25, I-5.6)1214.000.600.305.041217.000.600.306.121214.000.450.303.781217.000.450.304.5919.5319.53Cum3505.5068462.00Brick work:4Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular brick of standard size of class designation 35 with cement morter 1:6 including cost of materials,labour charges,scaffolding,curing complete as per specifications. (P-30, I-6.3)11140.150.91.8911170.151.23.06Net Qty:4.954.95Cum5405.4026757.00Reinforced cement concrete work:5Providing & laying in position reinforced cement concrete of design mix M20 with OPC @ 320kgs,with 20mm and down size graded granite meta coarse aggrigates @0.878cum and fine aggrigates @ 0.459cum, with superplastisiser @ 3ltrs confirming to IS 9103-1999 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, lintles, 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, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM machinery, curing, complete as per specifications. (P-13, I-4.12)Pillar Concrete1140.230.231.210.901140.450.450.61.70Copping Concrete11140.30.050.2111170.30.050.26Damp Proof Course11140.450.050.3211170.450.050.383.763.76Cum5198.6019545.006Providing T.M.Tsteel 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 whereever 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.for TMT bars Fe 500 (P-19, I-4.46.1)132.811.33Qtl7564.7010047.00Form work:7Providing 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 upto 200mm including cost of all materials, labour complete as per specifications. (P-16, I-4.29)Pillar2140.230.231.48Pedestral2170.450.456.898.37Sqm238.701997.00Plastering work:8Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P -124, I-15.21)2214.000.9050.402217.000.9061.202214.000.3016.802217.000.3020.40148.80148.80Sqm165.0024552.00Painting work:9Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drpos and other foreign matter including preparing the surface even as sand paper smooth, cost of materials, labour, complete as per specifications. (P -127, I-15.49.1&15.49.2)Quantity Vide item No. 18148.80148.80Sqm64.359575.0010Gate20000.0011Miscelleneous238.00Total Rs.208000.00(Rupees Two Lakhs Eight Thousand Only)CERTIFICATES1)The work spot has been inspected and the work is found necessary.2)This estimate is prepared as per C.S.R. of 2013-143)The provisions were made in this estimate are necessary and adequate.4)This works come under Shivmoga circle. limits5)The work is not split up.EngineerOwner