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GOVERNMENT OF ANDHRA PRADE PANCHAYATRAJ ENGINEERING DEPARTM DETAILED ESTIMATE Estimate Amount Rs. 7.50 Lakhs Grant :NABARD RIDF XIX DISTRICT : WEST GODAVARI CIRCLE : ELURU DIVISION : ELURU SUB-DIVISION : ELURU MANDAL : PEDAVEGI Name of the Work : Construction of Gopala T.Gokavaram

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CoverGOVERNMENT OF ANDHRA PRADESHPANCHAYATRAJ ENGINEERING DEPARTMENTDETAILED ESTIMATEName of the Work : Construction of Gopalamitra building at T.GokavaramEstimate Amount Rs. 7.50 LakhsGrant :NABARD RIDF XIXDISTRICT:WEST GODAVARICIRCLE:ELURUDIVISION:ELURUSUB-DIVISION:ELURUMANDAL:PEDAVEGI

Sp.ReportSPECIFICATION REPORTName of the Work : Construction of Gopalamitra building at T.GokavaramEstimate Amount Rs. 7.50 LakhsThe work"Construction of Goplamitra Bbuilding at T.Gokavaram",Est.Cost.Rs.7.50 lakhswas sanctioned under NABARD RIDF XIX grant vide GORt.No.460 of AH,DD&Fisheries(AHIII) Dt.8.11.2013Type plan is communicated (Plan enclosed).The building is designed for G+1 floors.The estimate for the above building is prepared with the following provisions:-Foundation:-a)VRCC footings of size 1.83x1.83m---10 NosSuper Structure:-d)Columns of size 0.23x0.3m---10 Nosf)RCC beams and slab is proposedg)The basement height of 0.45m is proposedh)Walls are proposed with Brick masonry in CM(1:8)Finishings:-i)Flooring is proposed with Edge-cut rectified ceramic tiles except for the roomj)Dadooing is also proposed in toiletk)In side white washing&out side snowcem paints are proposedElectrification:-l)Necessary provisions are made conduit for electrical wiringWater Supply:-m)Provision is made for internal concealed pipe line with CPVC along with all accessoriesFurther lump sum provisions are made in the estimate for the following items:-1)Provision for VAT @ 5.00%2)QC charges @ 0.5%3)Provision for insurance@ 0.5%4)Provision for electrical wiringThe estimate is prepared as per the current SSR,i.e.2013-2014 rates and as perthe A.P Revised Standard data work will be carried out as per APDSS.Dy.Executive EngineerAsst.Executive EngineerPRI,EluruPRI,Eluru

Esti final newDETAILED CUM ABSTRACT ESTIMATEName of the Work : Construction of Gopalamitra building at T.GokavaramEstimate Amount Rs. 7.50 LakhsSl. No.Description of ItemNoLength (m)Width (m)Thickness (m)QuantityUnitRateAmount123456789101Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Ordinary Soils for Foundation.(APSS No. 308) (RSSR)For Columns1x101.831.831.8060.28For steps to rooms1x31.520.900.301.23For steps to toilet1x11.220.900.300.3361.84cum123.9276632Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310)(CSSR)For Columns1x101.831.830.155.02For steps to rooms1x31.520.900.150.62For steps to toilet1x11.220.900.150.16Basement filling:-In toilet1x12.821.520.451.93Room1x12.822.740.453.48Hall1x18.924.410.4517.7028.91cum1349.10390023Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal for finished item of work for Foundations and Flooring Bed (APSS No. 402)(RSSR)For Columns1x101.831.830.155.02For steps to rooms1x31.520.900.150.62For steps to toilet1x11.220.900.150.16For Basement :-In toilet1x12.821.520.150.64Room1x12.822.740.151.16Hall1x18.924.410.155.9013.50cum3724.59502824Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for footing (APSS No. 402) (CSSR)For Columns1x101.831.830.3511.7211.72cum6803.54797375Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Plinth beams (APSS No. 402) (CSSR)Building A/R1x116.750.230.301.16Deduct columns1x100.230.230.30-0.16Cross wall1x14.270.230.300.29Toilet wall1x12.820.230.230.151.44cum8409.54121106Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Columns (APSS No. 402) (CSSR)Columns1x100.300.234.803.313.31cum7915.44262007Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Roof beams (APSS No. 402) (CSSR)Building A/R1x116.750.230.301.16Cross beams1x34.270.230.300.882.04cum7754.61158198Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Roof slab of 115mm thick (APSS No. 402) (CSSR)Roof slab1x112.73-5.1765.8165.81sqm887.74584229Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Roof slab of 110mm thick for Lintels (APSS No.402 & 403) (CSSR)D1x31.500.230.150.16TD1x11.300.230.150.04W1x71.600.230.150.39W11x11.400.230.150.050.64cum8053.44515410Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work but excluding cost of steel and its fabrication charges for Sunshades (75mm thick at fixed end 50mm thick at free end) (APSS No.402 & 403) (CSSR)D1x31.351.01.04.05TD1x11.051.01.01.05W1x71.521.01.010.64W11x11.221.01.01.2216.96rmt366.14621011Brick Masonry in superstructure with traditional bricks 23x11x7cms in CM (1:6) prop: mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).(CSSR) for basementBuilding A/R1x116.750.230.451.73Deduct columns1x100.230.230.45-0.24Cross wall1x14.270.230.450.44Toilet wall1x12.820.230.450.29Front steps:-for step I1x31.520.900.150.62for step II1x31.520.600.150.41for step III1x31.520.300.150.21Toilet steps:-for step I1x11.220.900.150.16for step II1x11.220.600.150.11for step III1x11.220.300.150.053.78cum3385.111279612Brick Masonry in superstructure with traditional bricks 23x11x7cms in CM (1:8) prop: mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).(CSSR)Building A/R1x116.750.232.9011.17Deduct columns1x100.230.232.90-1.53Deduct doors D1x31.050.232.10-1.52Deduct door TD1x10.750.232.10-0.36Deduct windows W1x71.220.231.35-2.65---do--- W11x70.910.231.35-1.98Cross wall1x14.270.112.901.36Toilet wall1x12.820.112.900.905.39cum3322.711790913Ornamental Plastering with CM (1:3), 12 mm thick including cost and conveyance of all materials and all labour charges etc.completeCeiling:-Main Hall1x18.924.271.038.09Room1x12.822.741.07.73Toilet1x12.821.521.04.29Sun shade W2x71.520.601.012.77Sun shade W12x11.220.601.01.46Sun shade D2x31.350.601.04.86Sun shadeT D2x11.050.601.01.2670.46sqm108.56764914Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).(CSSR)Over RCC slab1x112.735.171.065.8165.81sqm279.331838315Plastering 12mm thick in CM(1:5) including cost and conveyance of all materials and all labour charges etc.completeInside:-Hall A/R1x126.381.03.284.42Deduct doors D1x21.051.02.10-4.41Deduct Windows1x61.221.01.35-9.88Room A/R1x111.121.03.235.58Deduct doors D1x11.051.02.10-2.21Deduct Windows W1x11.221.01.35-1.65----DO----W11x10.911.01.35-1.23Toilet A/R1x18.681.03.227.78Deduct doors TD1x10.751.02.10-1.58Outside:-Out side A/R1x134.601.03.2110.72Deduct doors D1x31.051.02.10-6.62Deduct doors TD1x10.751.02.10-1.58Deduct Windows W1x71.221.01.35-11.53----DO----W11x10.911.01.35-1.23Add for sills&sides of D1x35.250.1251.01.97---DO----TD1x14.950.1251.00.62----do----W1x75.140.1251.04.50----do----W11x14.520.1251.00.57224.24sqm93.582098416Flooring with Edge-cut rectified ceramic tiles 7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.In toilet1x12.821.521.04.29Hall1x18.924.411.039.34skirting A/R1x126.661.00.154.0047.63sqm794.503784217Dadooing with decorated coloured back ground glazed tiles of 200mmx300mm size ,7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.In toilet A/R1x18.681.01.8015.62Deduct toilet door1x10.751.01.80-1.3514.27sqm749.341069318Plastering 20mm thick in CM(1:5) including cost and conveyance of all materials and all labour charges etc.complete for basementOut side A/R1x134.601.00.7525.95Front steps3x31.520.31.04.10----do-- sides3x30.601.00.150.81Toilet steps1x31.220.31.01.10----do-- sides1x30.601.00.150.2732.23sqm141.69456719Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all opetational, incidental and labour charges etc., complete for finished item of work (3 coats) (APSS No. 1201 & 1212) in all floors.D3x2.251.051.02.1014.88TD1x2.250.751.02.103.54W7x2.751.221.01.3531.70W11x2.750.911.01.353.3853.50sqm103.43553420Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external wallsOutside:-Out side A/R1x134.601.03.2110.72Deduct doors D1x31.051.02.10-6.62Deduct doors TD1x10.751.02.10-1.58Deduct Windows W1x71.221.01.35-11.53----DO----W11x10.911.01.35-1.23Add for sills&sides of D1x35.250.1251.01.97---DO----TD1x14.950.1251.00.62----do----W1x75.140.1251.04.50----do----W11x14.520.1251.00.57Basement&steps:-Out side A/R1x134.601.00.7525.95Front steps3x31.520.31.04.10----do-- sides3x30.601.00.150.81Toilet steps1x31.220.31.01.10----do-- sides1x30.601.00.150.27129.65sqm113.131466721White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials for internal wallsInside:-Hall A/R1x126.381.03.284.42Deduct doors D1x21.051.02.10-4.41Deduct Windows1x61.221.01.35-9.88Room A/R1x111.121.03.235.58Deduct doors D1x11.051.02.10-2.21Deduct Windows W1x11.221.01.35-1.65----DO----W11x10.911.01.35-1.23Toilet A/R1x18.681.03.227.78Deduct doors TD1x10.751.02.10-1.58126.82sqm34.18433522Providing high yield strength deformed (HYSD) steel TMT bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including Cost and Conveyance of bars from approved sources to site of work with all taxes complete for finished item of work (APSS No.126) in all floors (CSSR)2.4602.460MT48102.0011833123Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on Both the sides with Teak Plywood on both sides (Schedule Item No. 301.) for door of size 1.05x2.1mDoor D1x31.01.01.03.00No7259.842178024Cost,supply and fixing of fully Panelled Salwood Doors - Moulded panels (Schedule Item No 306) Double shutter Door of size 0.75x2.10m including cost and conveyance of all materials and all labour charges etc.completeTD1x11.01.01.01.00No5706.09570625Cost,supply and fixing of fully Panelled Salwood windows - Moulded panels (Schedule Item No 306) Double shutter window of size 1.22x1.35m including cost and conveyance of all materials and all labour charges etc.completeWindows1x71.01.01.07.00No8102.825672026Cost,supply and fixing of fully Panelled Salwood windows - Moulded panels (Schedule Item No 306) Double shutter window of size 0.91x1.35 m including cost and conveyance of all materials and all labour charges etc.completeW11x31.01.01.03.00No6475.721942727Supply and fixing of CPVC pipes and fittings to meet the requirement of ASTM-D 2846 and are produced in CTS(Copper tube sizes 1/2" to 2" SDR 11 and SDR 13.5) pipes are made from identical CPVC compounds having the same physical properties for hot and cold water (as per IS 15778-2007) Ashirvad/Ajay Flowguard make 28.90mm OD pipe--SDR 13.51x115.001.01.015.0015.000RM198.00297028Supply and fixing of CPVC pipes and fittings to meet the requirement of ASTM-D 2846 and are produced in CTS(Copper tube sizes 1/2" to 2" SDR 11 and SDR 13.5) pipes are made from identical CPVC compounds having the same physical properties for hot and cold water (as per IS 15778-2007) Ashirvad/Ajay Flowguard make 15.90mm OD pipe--SDR 13.51x110.001.01.010.0010.000RM132.00132029S & F Gunmetal Gate (GM peet) valve as per IS - 778 Class - I, Indian make heavy type - 25 mm NB Size1x11.01.01.01.001.000unit698.0069830S & F 12.7 mm brass bib cock Indian make heavy duty Seiko/ Senior/ Nice/ Senior/ Nice or equivalent1x21.01.01.02.002.000unit380.0076031Prince/ Sudhakar make or equivalent quality PVC /SWR pipes & fittings ( as per ISI standards) 4kg/cm2 110mm dia. double socket10.00rmt187.33187332Labour charges for laying, fixing and commissioning the PVC pipes including couplers/ bends/ tees etc any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc with solvent jointing as per standard practice10.00rmt65.0065033Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber(Man hole) up to 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame and cover of 20 Kg.including all materials and all labour charges complete1.00no3104.00310434Supplying and Fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap1.00no1582.00158235Supplying and Fixing best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-19961.00no430.0043036Supplying & Fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Senior/ Nice/ Esso or equivalent complete with standard CI brackets including wooden block: 550 x 400 mm - Single C.P. Pillar cock1.00unit1455.00145537S & F angle stop cock 12.7 mm dia first quality Indian Make heavy duty Seiko/ Senior/ Nice or equivalent2.00unit443.0088638Supply & fixing of PVC low level system parry ware, slim line with internal components & short bend: 10 Litres capacity Single Flush1.00unit1455.00145539Supply of Polyethylene water storage tank double layer conforming to IS: 12701-1996 with lid for 500 Litres(As per item No.973 of building SSR)1.00unit3800.00380039Supplying and Fixing of 25mm dia 1.5 mm thick PVC Conduit pipe concealed in wall with all required accessories including chiselling the wall whereever necessaty including masonary work for Light,fan and separate plug point wiht T.W.Deep box including all labour charges etc & complete.All in side rooms25.0025.00rmt51.20128040Provision for VAT @ 5.00%LS3500941QC charges @ 0.5%LS350142Provision for insuranceLS350143Provision for unforeseen items/electrical wiring7804Total750000Deputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru

DATADATA SHEETName of the Work : Construction of Gopalamitra building at T.GokavaramEstimate Amount Rs. 7.50 LakhsSl. No.Index-codeDescriptionUnitQuantityRate Rs.Amount Rs.1234567B)CIVIL WORK:-1RBR-Excavation for StructuresFNDN-1Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTHNote : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&HOrdinary soilManual MeansUpto 3 m depthUnit = cumTaking output = 10 cuma)LabourMateday0.00320.000.00Mazdoor (Unskilled)day3.64280.001019.20b) MaterialSienorage charges220.00Rate per 10cum = (a+b+c)1239.20Rate per cum = (a+b+c)/10123.922RBR-FNDN-2Filling in foundation trenches with sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTHSand fillingUnit = cuma)LabourMateday0.00350.000.00Mazdoor (Unskilled)day0.31280.0086.80b) MaterialSandcum1.051162.191220.30Sienorage charges for sandcum1.0540.0042.00Rate per cum = a+b+c+d1349.103RBR-FNDN-2Filling in foundation trenches with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTHGravel fillingUnit = cuma)LabourMateday0.00350.000.00Mazdoor (Unskilled)day0.31280.0086.80b) MaterialSandcum1.05273.44287.11Sienorage charges for sandcum1.0540.0042.00Rate per cum = a+b+c+d415.914BLD-Cement Mortar (1 : 3)CSTN-1-4Unit : 1cumA. MATERIALS:Cementkg.480.005.202496.00Sand (including 5% wastage)cum1.051382.191451.30Seigniorage charges for Fine Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20280.0056.00Grand Total4045.305BLD-Cement Mortar (1 : 5)CSTN-1-6Unit : 1cumA. MATERIALS:Cementkg.288.005.201497.60Sand (including 5% wastage)cum1.051382.191451.30Seigniorage charges for Fine Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20280.0056.00Grand Total3046.906BLD-Cement Mortar (1 : 6)CSTN-1-7Unit : 1cumA. MATERIALS:Cementkg.240.005.201248.00Sand (including 5% wastage)cum1.051382.191451.30Seigniorage charges for Coarse Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20280.0056.00Grand Total2797.307BLD-Cement Mortar (1 : 8)CSTN-1-8Unit : 1cumA. MATERIALS:Cementkg.180.005.20936.00Sand (including 5% wastage)cum1.051382.191451.30Seigniorage charges for Coarse Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20280.0056.00Grand Total2485.307BLD-CSTN-2-7Plain Cement concrete (1:6:10) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg129.605.20673.92Coarse aggregate 40 mmcum0.901561.511405.36Fine aggregate (Sand)cum0.541262.19681.58Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.5440.0021.60B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00417.40417.40C. LABOUR:Mason 1st classday0.10350.0035.00Mazdoor (unskilled)day1.39280.00389.20Water Charges 1% of Labour4.24Add MA@25%107.11Add contractor's profit @14%529.26Rate per cum4309.678BLD-CSTN-2-5Plain Cement concrete (1:4:8) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg162.005.20842.40Coarse aggregate 40 mmcum0.901561.511405.36Fine aggregate (Sand)cum0.451262.19567.99Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00417.40417.40C. LABOUR:Mason 1st classday0.10350.0035.00Mazdoor (unskilled)day1.39280.00389.20Water Charges 1% of Labour4.24Rate per cum3724.599BLD-CSTN-2-11Plain Cement concrete M20 nominal mix using 20 mm HBG metal with Concrete mixture including cost and conveyance of all materials and all labour charges etc.completeUnit = 1cumA. MATERIALS:Cementkg330.005.201716.00Coarse aggregate 20 mmcum0.902203.511983.16Fine aggregate (Sand)cum0.451262.19567.99Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00417.40417.40C. LABOUR:Mason 1st classday0.10350.0035.00Mazdoor (unskilled)day1.39280.00389.20Water Charges 1% of Labour4.24Rate per cum5175.9910BLD-R.C.C. M-20 Nominal MixCSTN-2-13RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)A. MATERIALS:20mm HBG graded metalcum0.9002203.511983.16Sandcum0.4501262.19567.99Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00CementKgs400.005.202080.00B. LABOUR:1st Class Masonday0.133350.0046.552nd Class Masonday0.267320.0085.44Mazdoor (Both Men and Women)day3.600280.001008.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000417.40417.40BASIC COST per 1 cum6251.5411FOOTINGSBASIC COST per 1 cumcum1.006251.546251.54Centering chargescum1.00552.00552.00Total6803.5412PLINTH BEAMSBASIC COST per 1 cumcum1.006251.546251.54Centering chargescum1.002158.002158.00Total8409.5413Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete including for all depths and for finished item of work for piles of 450 mm dia for a depth of 4.5m including under-reaming of two bulbsA. MATERIALS :NilB. LABOURMazdoorday4.418280.001236.901236.9014Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete including for all depths and for finished item of work for piles of 300 mm dia for a depth of 3.5m including under-reaming of two bulbsA. MATERIALS :NilB. LABOURMazdoorday2.961250.00740.25740.2515Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete including for all depths and for finished item of work for piles of 230 mm dia for a depth of 2.5m including under-reaming of one bulbA. MATERIALS :NilB. LABOURMazdoorday1.875250.00468.75468.7516Supply and placing of the M20 nominal Mix Concrete corresponding to IS 456 with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, pouring concrete , curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work for BORED CAST-IN-SITU UNDER REAMED PILES including Bore pile stem and under ream bulbsUnit=CumA. MATERIALS:20mm HBG graded metalcum0.9002203.511983.16Sandcum0.4501262.19567.99CementKgs400.005.202080.00B. LABOUR:1st Class Masonday0.100350.0035.002nd Class Masonday0.200320.0064.00Mazdoor (Both Men and Women)day3.450280.00966.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000417.40417.40Water (including for curing)kl1.200104.00124.80BASIC COST per 1 cum6238.3517DUR PILES---450mm diaBASIC COST per 1 No---4.50m depthcum1.3606238.358484.16Total8484.1618DUR PILES---300mm diaBASIC COST per 1 No---3.5m depthcum0.4386238.352732.40Total2732.4019SUR PILES---230mm diaBASIC COST per 1 No---2.5m depthcum0.1476238.35917.04Total917.0420BLD-CSTN-2-13COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGSA. MATERIALS:20mm HBG graded metalcum0.9002203.511983.16Sandcum0.4501262.19567.99CementKgs400.0005.202080.00Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. LABOUR:1st Class Masonday0.167350.0058.452nd Class Masonday0.167320.0053.44Mazdoor (Both Men and Women)day4.700280.001316.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000417.40417.40BASIC COST per 1 cum6539.4421COLUMNSBASIC COST per 1 cumcum1.006539.446539.44Centering chargescum1.001376.001376.00Total7915.4422LINTELS IN BUILDINGSBASIC COST per 1 cumcum1.006539.446539.44Centering chargescum1.001514.001514.00Total8053.4423RCC SLABS, BEAMSA. MATERIALS:20mm HBG graded metalcum0.9002203.511983.16Sandcum0.4501262.19567.99Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00CementKgs400.0005.202080.00B. LABOUR:1st Class Masonday0.067350.0023.452nd Class Masonday0.133320.0042.56Mazdoor (Both Men and Women)day2.500280.00700.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour0.267417.40111.45BASIC COST per 1 cum5571.6124BEAMSBASIC COST per 1 cumcum1.005571.615571.61Centering chargescum1.002183.002183.00Total7754.6125RCC SLABS 115mm thickBASIC COST per 1 sqmcum0.1155571.61640.74Centering chargessqm1.00247.00247.00Total887.7426SUNSHADESBASIC COST per 1 rmcum0.03755571.61208.94Centering charges 1 rmsqm0.60262.00157.20Total366.1427BLD-CSTN-2-18Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not weldedUnit = t(a) MaterialHYSD bars including 5 per cent for overlaps and wastaget1.0543000.0045150.00Binding wirekg6.0070.00420.00(b) Labour for cutting, bending, shifting to site, tying and placing in positionBlacksmith / Bar benderday2.00370.00740.00Mazdoor (Unskilled)day6.40280.001792.00Sundries on Material0.00Rate per t = a+b48102.0075Cost,fabrication,supply and fixing charges of MS Iron grills of any design including cost of materials,welding charges,transportation and fixing charges etc.completeCost of Mild Steel sectionsKg1.05048.0050.40Labour charges for fabrication of grillsKg1.00020.0020.00Labour charges for fixing of grillsKg1.0004.004.00Add MA@25%6.00Add contractor's profit @14%11.2691.6628BLD-CSTN-3-1Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd ClassUnit = 1cumA. MATERIALS:Cementkg36.005.20187.20Bricks traditional size 23 x 11 x 7 cms 2nd classNos512.004020.842058.67Fine aggregate (Sand)cum0.201382.19276.44Seigniorage charges for F.Acum0.2040.008.00B. LABOUR:Mason 1st classday0.24350.0084.00Mason 2nd classday0.56320.00179.20Mazdoor (unskilled)day1.89280.00529.20Total3322.7129BLD-CSTN-3-1Brick Masonry in CM (1:6) with Bricks traditional size 23 x 11 x 7 cms 2nd Class for BasementUnit = 1cumA. MATERIALS:Cementkg48.005.20249.60Bricks traditional size 23 x 11 x 7 cms 2nd classNos512.004020.842058.67Fine aggregate (Sand)cum0.201382.19276.44Seigniorage charges for F.Acum0.2040.008.00B. LABOUR:Mason 1st classday0.24350.0084.00Mason 2nd classday0.56320.00179.20Mazdoor (unskilled)day1.89280.00529.20C. SCAFOLDINGAccess Scafolding charges per sqm (1cum/0.23m thick = 4.35sqm)sqm4.350.000.00Total3385.11Labour charges for country wood wrought and put up in large scantling of over 3 metres in length (Schedule Item No 288)Unit = 1 cumLabour :Carpenterday17.700350.006195.00Man Mazdoorday8.800280.002464.00Sundries including nails, screws etc.,LSCost per cum8659.0030BLD-CSTN-11-21Windows Panelled (Schedule Item No. 306)900 x 1200 mm(Double Shutter)Sal woodcum0.05656634.003171.50Labour, wrought and putup in position frame & shutterscum0.0568659.00484.90Top Tower bolts 100mm long(Aluminium)Nos276.00152.00Bottom Tower bolts 100mm long(Aluminium)Nos276.00152.00Butt hings with screws 75mm long (Aluminium)Nos689.00534.00Door handle 75mm long(Aluminium)Nos260.00120.0016mm dia MS barsKgs14.5048.00696.00Deluxe window stay AluminiumNos3116.00348.00Sundries for hold fasts etc.180Total for each window5838.4031BLD-CSTN-11-21Windows Panelled (Schedule Item No. 306)1200 x 1200 mm(Double Shutter)Sal woodcum0.08156634.004587.35Labour, wrought and putup in position frame & shutterscum0.0818659.00701.38Top Tower bolts 100mm long(Aluminium)Nos276.00152.00Bottom Tower bolts 100mm long(Aluminium)Nos276.00152.00Butt hings with screws 75mm long (Aluminium)Nos689.00534.00Door handle 75mm long(Aluminium)Nos260.00120.0016mm dia MS barsKgs14.5048.00696.00Deluxe window stay AluminiumNos2116.00232.00Sundries for hold fasts etc.180Total for each window7354.7332For Double shutter window of size 1350mm x 1200mm,the Area =1.6208102.82Rate =8102.8233For double shutter window of size 910mm x 1350mm,the Area =1.2296475.72Rate =6475.7234BLD-CSTN-11-16Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on Both the sides with Teak Plywood on both sides (Schedule Item No. 301.)Single Shutter :i900 x 2000 mmSal woodcum0.03556634.001982.19Flush Shutter 35mm thick (Vide relevant standard specification)sqm1.5301206.001845.18Labour, wrought and putup in position frame & shutterscum0.0358659.00303.07Top Tower bolts 150mm long(Aluminium)Nos192.0092.00Bottom Tower bolts 150mm long(Aluminium)Nos192.0092.00Butt hings with screws 150mm long (Aluminium)Nos3219.00657.00Aluminium Aldrop 250mm longNos1314.00314.00Aluminium Door handle 125mm longNos1101.00101.00Door closer automatic hyper brand IS 3564Nos1766.00766.00Sundries for hold fasts etc.178.05Total for each door6330.49For Single door of size 900mm x 2100mm area =1.8906537.01Rate =6537.01For Single door of size 1.05mm x 2100mm area =2.2057259.84Rate =7259.8435BLD-CSTN-11-16Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on one side with commercial Plywood and teak ply on the other side fitted with 1.5mm thick "Rajasri"PVC door cladding to flush door shutters.It should be pasted to new shutters with FEVICOL SOR 998.(Schedule Item No. 301.)(Toilet Doors)Single Shutter :i900 x 2000 mmSal woodcum0.03556634.001982.19Flush Shutter 35mm thick (Vide relevant standard specification)sqm1.5301206.001845.18Labour, wrought and putup in position frame & shutterscum0.0358659.00303.07Top Tower bolts 150mm long(Aluminium)Nos192.0092.00Bottom Tower bolts 150mm long(Aluminium)Nos192.0092.00Butt hings with screws 150mm long (Aluminium)Nos3219.00657.00Aluminium Aldrop 250mm longNos1314.00314.00Aluminium Door handle 125mm longNos1101.00101.00Providing and fixing 1.5mm thick "Rajasri"PVC door cladding to flush door shutters.It should be pasted to new shutters with FEVICOL SOR 998.sqm1.530430.00657.90Sundries for hold fasts etc.178.05Total for each door6222.39For Single door of size 750mm x 2100mm area =1.5755706.09Rate =5706.0934BLD-CSTN-11-28Supply and fixing Aluminium Anodized Two/ Three Track Sliding Windows as per approved drawing with aluminium anodized sections of Series C Jindal or approved equivalent make sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no. of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of workUnit - 1 sqmA) MATERIAL REQUIREMENTALUMINIUM SECTIONKg6.50300.001950.00GLAZING with frosted/ground GLASS 5mm thicksqm1.00697.00697.00SILICON SEALANTKg0.50135.0067.50RUBBER BEADINGRm6.002.0012.00Aluminium anodised PC handleseach1.0060.0060.00B) LABOUR CHARGES1st Class Carpenterday0.096350.0033.602nd Class Carpenterday0.289320.0092.48Power Saw Cutter - Hand Operated - Operatorday0.096320.0030.72Power Drill - Hand Operated - Operatorday0.096320.0030.72Unskilled Mazdoorday0.289280.0080.92Non-Technical Work Inspectorday0.096335.0032.16Add MA@25%75.15C) MachineryPower Saw Cutter - Hand Operated - Hire chargesHrs0.771117.0090.21Power Drill - Hand Operated - Hire ChargesHrs0.771108.0083.27Power charges for Motors@1%33.36Add contractor's profit @14%471.67BASIC COST per 1 sqm3840.7643BLD-CSTN-7-15Flooring with Cement Concrete 1:6:10, using 40mm metal, 100mm thick and plastered over with 12 mm thick in CM(1:3)Unit = 10 sqmA. MATERIALS:Cement Concrete 1:6:10 using concrete mixercum1.004309.674309.67Plastering with CM (1:3), 12 mm thick10 sqm1.001085.601085.60Add contractor's profit @14%755.34Total for 10 Sqm6150.61Basic Rate for 1 Sqm615.0644BLD-CSTN-7-5Flooring with vitrified tiles of 1st quality 8mm thick,normal colours and size not less than 598mmx598mm,set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.Unit = 10 sqmA. MATERIALS:Vitrified tiles of 1st quality of size(Glossy finish&premium colours)sqm10.101008.0010180.80Cement for CM (1:8) for base coatkg.21.605.20112.32Cement for slurrykg.33.005.20171.60Cement for Pointing with CM (1:3)kg.6.00030.00180.00Sand for CM (1:8)cum0.121382.19165.86Sand for pointingcum0.0201382.1927.64Seigniorage charges of sandcum0.14040.005.60B. LABOURMason 1st classday0.96350336.00Mason 2nd classday2.24320716.80Mazdoor (unskiled)day3.30280924.00Add MA@25%494.20Add water charges 1%1.00%24.71Add contractor's profit @14%1867.53Rate for 10 Sqm15207.06Basic Rate for 1 Sqm1520.7145BLD-CSTN-7-6Flooring with Edge-cut rectified ceramic tiles 7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.Unit = 10 sqmA. MATERIALS:Ceramic tiles(Edge cut recified)sqm10.10538.005433.80Cement for CM (1:8) for base coatkg.21.605.20112.32Cement for slurrykg.33.005.20171.60White cementkg.2.0030.0060.00Sand for CM (1:8)cum0.121382.19165.86Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.96350336.00Mason 2nd classday2.24320716.80Mazdoor (unskiled)day3.30280924.00Add MA@25%494.20Add water charges 1%1.00%24.71Add contractor's profit @14%1182.17Rate for 10 Sqm9626.26Basic Rate for 1 Sqm962.6347BLD-CSTN-7-6Dadooing with decorated coloured back ground glazed tiles of 200mmx300mm size ,7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.Unit = 10 sqmA. MATERIALS:Decorated screen printed coloured back ground glazed tilessqm10.10612.006181.20Cement for CM (1:3) for base coatkg.57.005.20296.40Cement for slurrykg.33.005.20171.60White cementkg.6.0030.00180.00Sand for CM (1:8)cum0.121382.19165.86Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.77350269.50Mazdoor (unskiled)day0.80280224.00Add MA@25%123.38Add contractor's profit @14%1066.34Rate for 10 Sqm8683.08Basic Rate for 1 Sqm868.3136BLD-CSTN-6-1Ornamental Plastering with CM (1:3), 12 mm thick including cost and conveyance of all materials and all labour charges etc.completeUnit = 10 sqmA. MATERIALS:Cement Mortor (1:3)cum0.1504045.30606.80B. LABOUR:0.00Mason 1st classday0.60350.00210.00Mazdoor (unskilled)day0.96280.00268.80C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Total per 10 sqm1085.60Total per 1 sqm108.5637BLD-CSTN-6-1Floor Plastering with CM (1:3), 7 mm thick including cost and conveyance of all materials and all labour charges etc.completeUnit = 10 sqmA. MATERIALS:Cement Mortor (1:3)cum0.0704045.30283.17B. LABOUR:0.00Mason 1st classday0.30350.00105.00Mazdoor (unskilled)day0.48280.00134.40C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Total per 10 sqm522.57Total per 1 sqm52.2645BLD-CSTN-7-6Flooring with Edge-cut rectified ceramic tiles 7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.Unit = 10 sqmA. MATERIALS:Ceramic tiles(Edge cut recified)sqm10.10538.005433.80Cement for CM (1:8) for base coatkg.21.605.20112.32Cement for slurrykg.33.005.20171.60White cementkg.2.0030.0060.00Sand for CM (1:8)cum0.121382.19165.86Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.96350336.00Mason 2nd classday2.24320716.80Mazdoor (unskiled)day3.30280924.00Add water charges 1%1.00%19.77Rate for 10 Sqm7944.95Basic Rate for 1 Sqm794.5047BLD-CSTN-7-6Dadooing with decorated coloured back ground glazed tiles of 200mmx300mm size ,7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.Unit = 10 sqmA. MATERIALS:Decorated screen printed coloured back ground glazed tilessqm10.10612.006181.20Cement for CM (1:3) for base coatkg.57.005.20296.40Cement for slurrykg.33.005.20171.60White cementkg.6.0030.00180.00Sand for CM (1:8)cum0.121382.19165.86Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.77350269.50Mazdoor (unskiled)day0.80280224.00Rate for 10 Sqm7493.36Basic Rate for 1 Sqm749.3438BLD-CSTN-6-3Plastering with CM (1:5), 12 mm thick including cost and conveyance of all materials and all labour charges etc.completeUnit = 10 sqmA. MATERIALS:Cement Mortor (1:5)cum0.1503046.90457.04B. LABOUR:Mason 1st classday0.60350.00210.00Mazdoor (unskilled)day0.96280.00268.80C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Grand Total935.84Total per 1 sqm93.5839BLD-CSTN-6-3Plastering with CM (1:5), 20 mm thick including cost and conveyance of all materials and all labour charges etc.completeUnit = 10 sqmA. MATERIALS:Cement Mortor (1:5)cum0.213046.90639.85B. LABOUR:Mason 2nd classday0.940350.00329.00Mazdoor (unskiled)day1.60280.00448.00C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Grand Total1416.85Total per 1 sqm141.6940BLD-CSTN-8-25Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of workUnit = 10 sqmA. MATERIALS:Cement Mortar 1:3cum0.214045.30849.51Water proof compoundLit2.0092.00184.00B. LABOURMason 1st classday0.660350.00231.00Mason 2nd classday1.540320.00492.80Mazdoor (unskiled)day3.70280.001036.00Total per 10 sqm2793.31Total per 1 sqm279.3341BLD-CSTN-9-5White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materialsUnit: 10 sqmA. MATERIALS :Water based cement primer Gr-Icum / kg1.20134.00160.80Paint grade white lime for washcum / kg0.8020.6016.48Gum, conjee water, or prickly pear juice including necessary fire wood1.55B. LABOURBrick Layers / Painterday0.063400.0025.202nd class painterday0.147320.0047.04Mazdoor (unskilled)day0.32280.0089.60Sundries including brushes, ladders, etc.,1.00%1.14Total cost for 10 sqm341.81Total per 1 sqm34.1842BLD-CSTN-10-5Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal wallsUnit: 10 sqmWater based cement primer Gr-Ikg1.00134.00134.00Ist class painterday0.21400.0084.002nd class painterday0.49320.00156.80Cost of water proof cement Paint of approved qualitykg3.5047.00164.50B. LABOUR1st class painterday0.15400.0060.002nd class painterday0.35320.00112.00Mazdoor (unskilled)day1.50280.00420.00Total cost1131.30Total per 1 sqm113.1343BLD-CSTN-10-6Painting, Priming Coat on New Wood WorkUnit: 10 sqmA. MATERIALS :Wood PrimerL0.700135.0094.50B. LABOURPainter--1st Classday0.210400.0084.00Painter--2nd Classday0.490320.00156.80Sundries including brushes, soap, putty etc.,1.000%3.35Total cost for 10 sqm338.6544BLD-CSTN-10-7Painting, Priming Coat on New Iron WorkUnit: 10 sqmA. MATERIALS :Red Oxide PrimerL0.70121.0084.70B. LABOURPainter--1st Classday0.210400.0084.00Painter--2nd Classday0.490320.00156.80Sundries including brushes, soap, putty etc.,1.000%3.26Total cost for 10 sqm328.7645BLD-CSTN-10-12Painting with Synthetic Enamel paints - Two Coats - for New Wood WorkA. MATERIALS :Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. Gr-IL1.200230.00276.00B. LABOURPainter--1st Classday0.360400.00144.00Painter--2nd Classday0.840320.00268.80Sundries including brushes, soap, putty etc.,6.89Total cost for 10 sqm695.6946BLD-CSTN-10-12Painting with Synthetic Enamel paints - Two Coats - For New Iron WorkA. MATERIALS :Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd.L1.100230.00253.00B. LABOURPainter--1st Classday0.330400.00132.00Painter--2nd Classday0.770320.00246.40Sundries including brushes, soap, putty etc.,6.31Total cost for 10 sqm637.7147BLD-CSTN-10-6&12Painting with Synthetic enamil paint Gr-I two coats over a primary coat of wood primer for new wood work including cost and conveyance of all materlas and all labour charges etc.completeBLD-CSTN-10-6338.65BLD-CSTN-10-12695.69Total cost for 10 sqm1034.3448BLD-CSTN-10-7&12Painting with Synthetic enamil paint Gr-I two coats over a primary coat of Red oxide primer for new iron work including cost and conveyance of all materlas and all labour charges etc.completeBLD-CSTN-10-7328.76BLD-CSTN-10-12637.71Total cost for 10 sqm966.476BLD-CSTN-2-5Painting to new walls with 2 coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/ litre.of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal wallsUnit = 10sqmA. MATERIALS:acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/ litre (at 20 sqm / liter as per British Paints (I) Ltd.kg0.80183.00146.40B. LABOUR:Painter-Ist classday0.36400.00144.00Painter-IInd classday0.84320.00268.80Add MA@25%103.20Add contractor's profit @14%92.74Rate per 10sqm755.14Rate per 1sqm75.516BLD-CSTN-2-5Painting to new walls with 2 coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/ litre.of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for exterior wallsUnit = 10sqmA. MATERIALS:acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/ litre (at 20 sqm / liter as per British Paints (I) Ltd.kg0.80183.00146.40B. LABOUR:Painter-Ist classday0.21400.0084.00Painter-IInd classday0.49320.00156.80Mazdoor (unskilled)day1.50280.00420.00Add MA@25%165.20Add contractor's profit @14%136.14Rate per 10sqm1108.54Rate per 1sqm110.856NewProviding and applying synthetic plaster putty or plaster of paris putty or lime punning of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and 320 No., emery paper for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for Internal wallsUnit = 10sqmA. MATERIALS:Cement based wall Puttykg23.0032.50747.50B. LABOUR:Painter-Ist classday0.273400.00109.20Painter-IInd classday0.637320.00203.84Mazdoorday0.910280.00254.80Add MA@25%141.96Add contractor's profit @14%204.02Rate per 10sqm1661.32Rate per 1sqm166.1376BLD-CSTN-10-9-148Varnishing to Wood Work, Two CoatsUnit: 10 sqmA. MATERIALS :VarnishL1.200135162.00Linseed Oil - boiledL1.1005459.40B. LABOURPainterday1.100400.00440.00Man Mazdoorday1.100280308.00Add MA@25%187.00Add contractor's profit @14%161.90Total cost for 10 sqm1318.30Total per 1 sqm131.83B)ELECTRICAL WORK:-49BLD-ELEC-1-4P.V.C. Conduit (Concealed)(b)Supply and Fixing of 25mm dia 1.5mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work and labour charges etc., complete.in slabTaking Output = 100 Ma) Material25mm dia 1.5mm thick PVC pipe100 M12420.002420.00U' Links100 Nos240.0080.0025mm dia 1,2,3 & 4 way deep Junction BoxEach1224.00288.0025mm PVC bendsEach126.0072.00Cementkg505.20260.00b) Labour charges :Skilled Electricianday2400.00800.00Semi skilled Electricianday2320.00640.00Helpersday2280.00560.00SundriesC) Cost for 100 RM5120.00Rate per Metre = C/10051.20BLD-ELEC-2-1Copper Wiring2.1.1Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A modular switch, Ceiling rose and 3mm thick hylam sheet covering to GI switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential BuildingsTaking Output = 6 Pointsa) Material14/0.3mm PVC FR flexible copper wire100 M11001.001001.006A Modular Switch of GM or any other makeeach692.00552.006A 2 way Ceiling Roseeach621.00126.006 Module Metal Boxeseach1124.00124.006 Modular Cover Frame of GMsqm1130.00130.00b) Labour charges :Skilled Electricianday0.6400.00240.00Semi skilled Electricianday1.2320.00384.00Helpersday0.6280.00168.00Add MA@25%198.00Add contractor's profit @14%409.22C) Cost for 6 Points3332.22Rate per Point = C/6555.372.1.4Supply and fixing of flush type 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Taking Output = eacha) Material6A 3 pin / 2 pin Socketeach127.0027.006A switcheach118.0018.00b) Labour charges :Skilled Electricianday0.067400.0026.80Helpersday0.067280.0018.76Add MA@25%11.39Add contractor's profit @14%14.27Rate per each116.222.1.4Supply and fixing of modular type 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Taking Output = eacha) Material6A 3 pin / 2 pin Socket (Modular)each193.0093.006A Modular Switch of GM or any other makeeach192.0092.00b) Labour charges :Skilled Electricianday0.067400.0026.80Helpersday0.067280.0018.76Add MA@25%11.39Add contractor's profit @14%33.87Rate per each275.82BLD-ELEC-2-1Supply and Fixing of 16A 3pin and 6A 3pin plug socket with indicator lamp and 16A fuse unit and 16A switch control (5 in 1) duly recessed in wall with wooden deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete.Taking Output = eacha) Material20 x 15 cms (8" x6") metal deep boxeach1100.00100.00Modular Cover Frameeach1130.00130.0016A 3 pin / 6A 3pin plug socket (5 in 1)each1196.00196.00b) Labour charges :Skilled Electricianday0.1400.0040.00Semi Skilled Electricianday0.1320.0032.00Helpersday0.1280.0028.00Add MA@25%25.00Add contractor's profit @14%77.14Rate per each628.14BLD-ELEC-3-1 3.1.4 (a)Supply and run of 1 of 36/0.3mm (2.5 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for earth continuity inlcuding all labour charges etc., complete.Taking Output = 100 Ma) Material36/0.3mm (2.5 sqmm) FR PVC copper wire Finolex make100 M12390.002390.00b) Labour charges :Skilled Electricianday0.34400.00136.00Semi Skilled Electricianday1320.00320.00Helpersday0.34280.0095.20Add MA@25%137.80SundriesAdd contractor's profit @14%431.06C) Cost for 100 RM3510.06Rate per Metre = C/10035.109BLD-ELEC-3-1-5Supply and run of 2 of 56/0.3mm (4 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.Taking Output = 100 Ma) Material56 /0.3mm (4 sqmm)FR PVC flexible copper wire.100 M23650.007300.00b) Labour charges :Skilled Electricianday1400.00400.00Semi Skilled Electricianday3320.00960.00Helpersday1280.00280.00Add MA@25%410.00Add contractor's profit @14%1309.00C) Cost for 100 RM10659.00Rate per Metre = C/100106.593.1.6Supply and run of 2 of 84/0.3mm (6.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.Taking Output = 100 Ma) Material84 /0.3mm (6 Sq.mm) FR PVC flexible copper wire.100 M25550.0011100.00b) Labour charges :Skilled Electricianday1400.00400.00Semi Skilled Electricianday3320.00960.00Helpersday1280.00280.00Add MA@25%410.00SundriesAdd contractor's profit @14%1841.00C) Cost for 100 RM14991.00Rate per Metre = C/100149.9113BLD-ELEC-6-1-2Supply and Run of 4 of 6 Sq.mm WPSC Aluminium cable along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete for service mains.a) Material6 Sq.mm WPSC Aluminium cable100 M41426.005704.00No.10 SWG G.I wire. (0.026 Kg / Mtr) Length 100 RMkg13.470.00938.00PVC Cleats--4 way100 Nos1400.00400.00b) labour chargesSkilled Electricianday2400.00800.00Semi skilledday2320.00640.00Helperday2280.00560.00Add MA@25%500.00Add contractor's profit @14%1335.88C) Cost for 100 M10877.88Rate per mtr c/100108.784BLD-ELEC-5-1Providing independent earthling by excavating a trench to a depth of 1.52 M in all soils, as per size specified in the Data, using 32mm dia 'B' class GI pipe of 1.83 Mtrs length with necessary accessories like copper plate of 200mm size 16 gauge, weighing 1 Kg duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.a) MaterialEarth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.6 x 0.9 m (5'x2'x3')cum0.85123.92105.3325% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling26.3332mm dia 'B' Class G.I pipeMtr1.83354.00647.82200mm dia 16 gauge copper plate wieghing 1 KgKg1550.00550.00Drilling of 16 Nos through holes of 12mm dia to G.I pipeEach165.0080.00G.I Nuts, Bolts an WashersSet412.0048.00Hard CokeKg258.00200.00SaltKg154.0060.00b) labour charges for connectionsEachSemi skilled ElectricianNos0.5320.00160.00HelpersNos0.5280.00140.00Add MA@25%75.00Add contractor's profit @14%292.95Rate per each2385.43BLD-ELEC-4-4DISTRIBUTION BOARDS4.4.2Supply and fixing SPN Distribution board with IP-42 protection (Metal Door) suitable for single phase ELCB / RCCB/DP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.C40A DP Isolator/ RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 12 Nos for outgoing.Taking Output = eacha) MaterialSPN 12 way D.B with IP-42 Protection (MD) suitable for single phase ECCB / RCCB/ DP Isolator.each11505.001505.0040A D.P.Isolator / ECCB / RCCBeach1367.00367.0010 kA - 6-32A range SP MCBseach12201.002412.00b) Labour charges :Skilled Electricianday0.5400.00200.00Semi Skilled Electricianday0.5320.00160.00Helpersday1280.00280.00Sundries such as hardware, cement etc,LS2. For concealing, add the following:a 1No. Semi skilled masonDay1320.00320.00b 1/4 bag cementKg12.55.265.00Add MA@25%240.00Add contractor's profit @14%776.86Rate per Each6325.864.4.9Supply and fixing Distribution board with 20A single phase plug and Socket, in sheet steel enclosure with 10/16/20A SP MCB including internal connection and labour charges for surface / flush mounting etc., completea) Material1 Phase Distribution board with 20A plug and socket.Nos1901.00901.0010/16/20A SP MCBNos1201.00201.00b) Labour charges :Skilled ElectricianNos0.25400.00100.00Semi skilled ElectricianNos0.25320.0080.00HelpersNos0.25280.0070.00Sundries such as Cement, Sand, T.W. Plugs, Screws etc.,LSRate per eachNote : 1. Labour Charges considered for 4 jobs / day2. For concealing, add the following:a 1No. Semi skilled masonDay1320.00320.00b 1/4 bag cementKg12.55.265.00Add MA@25%142.50Add contractor's profit @14%263.13Rate per Each2142.63C)WATER SUPPLY&SANITARY:-24Laying and jointing of HDPE pipe by butt fusion welding as per IS-7634--Part-II 1975 as amended from time time to alignment and gradient and testing the pipe line to the required pressure including cost of PE100 grade, 8Kg/sqcm, 63mm OD HDPE pipes confirming to 4984-1995,including transportation to anywhere in AP including Excise dutyUnit = 1 RmtA. MATERIALS:PE100 grade,8 Kg/sqcm,63mm OD HDPE pipesrmt1116.00116.00B. LABOURLaying and jointing chargesrmt132.0032.00Add central excise duty14.50Add contractor's profit @14%22.75Grand Total185.25Deputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru

LEADLEAD STATEMENTName of the Work : Construction of Gopalamitra building at T.GokavaramEstimate Amount Rs. 7.50 LakhsSl. No.Description of MaterialUnitName of the QuarryLead in KMConveyance chargesInitial CostBlasting chargesMachine crushing chargesLoading&UnloadingchargesTotal Amount123456789121Coarse Sand for Concrete1.00 CumGodavari92.00877.19385.000.000.000.001262.192Coarse Sand for filling1.00 CumGodavari92.00877.19285.000.000.000.001162.193Coarse Sand for Mortor1.00 CumGodavari92.00877.19505.000.000.000.001382.193Aggregates 10mm nominal size1.00 CumI.Pangidi95.00903.51656.0070.00164.000.001793.514Aggregates 20mm nominal size1.00 CumI.Pangidi95.00903.51984.0070.00246.000.002203.515Aggregates 40mm nominal size1.00 CumI.Pangidi95.00903.51588.0070.000.000.001561.516Gravel1.00 CumVegiwada15.00175.4498.000.000.000.00273.447Bricks1000 Nos.Munduru12.00230.443707.000.000.0083.404020.848Steel1.00 MT43000.000.000.000.0043000.009Cement1.00 MT5200.000.000.000.005200.001.Certified that the above leads are correct to the best of my knowledgeDeputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru