Compound Wall Estimate

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GOVERNMENT OF ANDHRA PRADESH PANCHAYATRAJ ENGINEERING DEPARTMENT PROPOSAL ESTIMATE Estimate Amount Rs. 11.00 Lakhs DISTRICT : WEST GODAVARI CIRCLE : ELURU DIVISION : ELURU SUB-DIVISION : ELURU MANDAL : ELURU Name of the Work : Construction of Compound wall for RTO office Eluru(M)

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Estimate for compound wall

Transcript of Compound Wall Estimate

CoverGOVERNMENT OF ANDHRA PRADESHPANCHAYATRAJ ENGINEERING DEPARTMENTPROPOSAL ESTIMATEName of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M)Estimate Amount Rs. 11.00 LakhsDISTRICT:WEST GODAVARICIRCLE:ELURUDIVISION:ELURUSUB-DIVISION:ELURUMANDAL:ELURU

Sp.ReportSPECIFICATION REPORTName of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M)Estimate Amount Rs. 11.00 LakhsAs per the instructions of the higher authorities,proposal estimate is prepared forthe work"Construction of Compound wall for RTO office at Chodimella of Eluru(M)",Est.Cost.Rs.11.00 lakhsAs per the requirement given by the transport officials,estimate is prepared forconstruction of compound wall for a length of 271.20m as per the plan enclosed.The estimate for the above work is prepared with the following provisions:-Foundation:-a)375mm dia DUR piles for a depth of 3.75m---2 Nosb)230mm dia DUR piles for a depth of 2.50m---89 NosSuper Structure:-c)Columns of size 0.23x0.23m---89 Nosd)Columns of size 0.3x0.3m---2 Nos for Main gatee)RCC beam for Name boardFinishings:-f)Plastering with CM(1:5)---12mm thick for compound wallg)Snowcem painting to compound wall&gateAccessoriesMain gate is proposed with Mild steelFurther lump sum provisions are made in the estimate for the following items:-1)Provision for VAT @ 4.00%2)QC charges @ 0.5%3)Provision for insurance@ 0.5%4)Provision for Jungle ClearenceThe estimate is prepared as per the current SSR,i.e.2010-2011 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 FINALDETAILED CUM ABSTRACT ESTIMATEName of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M)Estimate Amount Rs. 11.00 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 plinth beam alround1x1271.200.230.159.369.36cum111.1810412RCC 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 workSUR Piles of 230mm dia--2.50m depth1x891.01.01.089No1278.02113744DUR Piles of 375mm dia--3.75m depth1x21.01.01.02No5780.75115623Plain 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 plinth beam alround1x1271.200.230.159.369.36cum2979.44278884Vibrated 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)For plinth beam alround1x1271.200.230.3018.7118.71cum5916.701107015Vibrated 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)Columns1x891.520.230.237.16Columns1x23.970.300.300.717.87cum6341.05499046Vibrated 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)Roof Beam for Name board1x14.570.300.450.620.62cum6141.5238087Providing 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)3.3503.350MT44472.501489838Brick 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)For Compound wall alround1x1271.200.231.83114.15Deduct Gate opening1x13.970.231.83-1.67Deduct Columns1x890.230.231.83-8.62103.86cum2810.942919449Cost,fabrication,supply and fixing charges of MS Iron grills of any design including cost of materials,welding charges,transportation and fixing charges etc.completeFor Main gate400.000Kg61.152446010Plastering 12mm thick in CM(1:5) including cost and conveyance of all materials and all labour charges etc.complete for Compound wallFor Compound wall alround1x1271.201.04.511223.11Deduct Gate opening1x13.971.04.51-17.901205.21sqm80.969757411Painting to New walls with two coats of snowcem paints of approved brand and shade over base coat of appropriate distemper primer of approved brand making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, lift charges, curing etc.,complete for finished item of work in all floors for external Walls.(APSS No. 911) (CSSR)For Compound wall alround1x1271.201.04.511223.11Deduct Gate opening1x13.971.04.51-17.901205.21sqm88.0010605812Painting 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.completeCollapsible shutter1x13.971.03.3513.3013.30sqm80.54107113Provision for VAT @ 4.00%LS3955014QC charges @ 0.5%LS494415Provision for insuranceLS494416Provision for Clearence of light JungleLS4000017Provision for unforeseen items21824Total1100000Deputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru

DATADATA SHEETName of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M)Estimate Amount Rs. 11.00 LakhsSl. No.Index-codeDescriptionUnitQuantityRate Rs.Amount Rs.12345671RBR-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)LabourMateday0.00237.000.00Mazdoor (Unskilled)day3.64196.00713.44Add MA@25%178.36b) MaterialSienorage charges220.00Rate per cum = (a+b+c)/101111.80Rate per cum = (a+b+c)/10111.182RBR-FNDN-2Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTHSand fillingUnit = cuma)LabourMateday0.00237.000.00Mazdoor (Unskilled)day0.31196.0060.76Add MA@25%15.19b) MaterialSandcum1.05782.63821.76Sienorage charges for sandcum1.0540.0042.00Rate per cum = a+b+c+d939.713BLD-Cement Mortar (1 : 3)CSTN-1-4Unit : 1cumA. MATERIALS:Cementkg.480.005.102448.00Sand (including 5% wastage)cum1.05932.63979.26Seigniorage charges for Fine Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20196.0039.20Add MA@25%9.80Grand Total3518.262BLD-Cement Mortar (1 : 5)CSTN-1-6Unit : 1cumA. MATERIALS:Cementkg.288.005.101468.80Sand (including 5% wastage)cum1.05932.63979.26Seigniorage charges for Fine Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20196.0039.20Add MA@25%9.80Grand Total2539.065BLD-Cement Mortar (1 : 6)CSTN-1-7Unit : 1cumA. MATERIALS:Cementkg.240.005.101224.00Sand (including 5% wastage)cum1.05932.63979.26Seigniorage charges for Coarse Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20196.0039.20Add MA@25%9.80Grand Total2294.266BLD-Cement Mortar (1 : 8)CSTN-1-8Unit : 1cumA. MATERIALS:Cementkg.180.005.10918.00Sand (including 5% wastage)cum1.05932.63979.26Seigniorage charges for Coarse Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20196.0039.20Add MA@25%9.80Grand Total1988.267BLD-CSTN-2-7Plain Cement concrete (1:6:10) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg129.605.10660.96Coarse aggregate 40 mmcum0.901099.47989.53Fine aggregate (Sand)cum0.54932.63503.62Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.5440.0021.60B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00304.50304.50C. LABOUR:Mason 1st classday0.10258.0025.80Mazdoor (unskilled)day1.39196.00272.44Water Charges 1% of Labour2.98Add MA@25%75.31Rate per cum2901.748BLD-CSTN-2-7Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg129.605.10660.96Coarse aggregate 40 mmcum0.901099.47989.53Fine aggregate (Sand)cum0.45932.63419.68Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00304.50304.50C. LABOUR:Mason 1st classday0.10258.0025.80Mazdoor (unskilled)day1.39196.00272.44Water Charges 1% of Labour2.98Add MA@25%75.31Rate per cum2814.203BLD-CSTN-2-5Plain Cement concrete (1:4:8) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg162.005.10826.20Coarse aggregate 40 mmcum0.901099.47989.53Fine aggregate (Sand)cum0.45932.63419.68Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00304.50304.50C. LABOUR:Mason 1st classday0.10258.0025.80Mazdoor (unskilled)day1.39196.00272.44Water Charges 1% of Labour2.98Add MA@25%75.31Rate per cum2979.4410BLD-CSTN-2-2Plain Cement concrete Grade M10 Nominal mix using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg220.005.101122.00Coarse aggregate 40 mmcum0.901099.47989.53Fine aggregate (Sand)cum0.45932.63419.68Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00304.50304.50C. LABOUR:Mason 1st classday0.10258.0025.80Mazdoor (unskilled)day1.39196.00272.44Water Charges 1% of Labour2.98Add MA@25%75.31Rate per cum3275.2411BLD-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:Cementkg330.005.101683.00Coarse aggregate 20 mmcum0.901654.471489.03Fine aggregate (Sand)cum0.45932.63419.68Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00304.50304.50C. LABOUR:Mason 1st classday0.10258.0025.80Mazdoor (unskilled)day1.39196.00272.44Water Charges 1% of Labour2.98Add MA@25%75.31Rate per cum4335.744BLD-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 metalcum0.9001654.471489.03Sandcum0.450932.63419.68Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00CementKgs400.005.102040.00B. LABOUR:1st Class Masonday0.133258.0034.312nd Class Masonday0.267237.0063.28Mazdoor (Both Men and Women)day3.600196.00705.60Add MA@25%200.80B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000345.00345.00BASIC COST per 1 cum5360.7013FOOTINGSBASIC COST per 1 cumcum1.005360.705360.70Centering chargescum1.00352.00352.00Total5712.7014PEDASTALSBASIC COST per 1 cumcum1.005360.705360.70Centering chargescum1.00539.00539.00Total5899.7015PLINTH BEAMSBASIC COST per 1 cumcum1.005360.705360.70Centering chargescum1.00556.00556.00Total5916.705SUR PILES---230mm diaBASIC COST per 1 No---2.5m depthcum0.1475360.70788.02Labour chargesHour16.0024.50392.00Add MA@25%98.00Total1278.0217DUR PILES---250mm diaBASIC COST per 1 No---3.5m depthcum0.2825360.701511.72Labour chargesHour25.5024.50624.75Add MA@25%156.19Total2292.6618DUR PILES---300mm diaBASIC COST per 1 No---3.5m depthcum0.4385360.702347.99Labour chargesHour39.0024.50955.50Add MA@25%238.88Total3542.376DUR PILES---375mm diaBASIC COST per 1 No---3.75m depthcum0.7875360.704218.87Labour chargesHour51.0024.501249.50Add MA@25%312.38Total5780.7520DUR PILES---450mm diaBASIC COST per 1 No---4.50m depthcum1.3605360.707290.55Labour chargesHour61.0024.501494.50Add MA@25%373.63Total9158.687BLD-CSTN-2-13COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGSA. MATERIALS:20mm HBG graded metalcum0.9001654.471489.03Sandcum0.450932.63419.68CementKgs400.0005.102040.00Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. LABOUR:1st Class Masonday0.167258.0043.092nd Class Masonday0.167237.0039.58Mazdoor (Both Men and Women)day4.700196.00921.20Add MA@25%250.97B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000304.50304.50BASIC COST per 1 cum5571.058COLUMNSBASIC COST per 1 cumcum1.005571.055571.05Centering chargescum1.00770.00770.00Total6341.0522LINTELS IN BUILDINGSBASIC COST per 1 cumcum1.005571.055571.05Centering chargescum1.001017.001017.00Total6588.059RCC SLABS, BEAMSA. MATERIALS:20mm HBG graded metalcum0.9001654.471489.03Sandcum0.450932.63419.68Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00CementKgs400.0005.102040.00B. LABOUR:1st Class Masonday0.067258.0017.292nd Class Masonday0.133237.0031.52Mazdoor (Both Men and Women)day2.500196.00490.00Add MA@25%134.70B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour0.267304.5081.30BASIC COST per 1 cum4766.5210BEAMSBASIC COST per 1 cumcum1.004766.524766.52Centering chargescum1.001375.001375.00Total6141.5225RCC SLABS 130mm thickBASIC COST per 1 sqmcum0.1304766.52619.65Centering chargessqm1.00154.00154.00Total773.6526RCC SLABS 125mm thickBASIC COST per 1 sqmcum0.1254766.52595.82Centering chargessqm1.00154.00154.00Total749.8227RCC SLABS 120mm thickBASIC COST per 1 sqmcum0.1204766.52571.98Centering chargessqm1.00154.00154.00Total725.9828RCC SLABS 115mm thickBASIC COST per 1 sqmcum0.1154766.52548.15Centering chargessqm1.00154.00154.00Total702.1529RCC SLABS 110mm thickBASIC COST per 1 sqmcum0.1104766.52524.32Centering chargessqm1.00154.00154.00Total678.3230RCC SLABS 100mm thickBASIC COST per 1 sqmcum0.1004766.52476.65Centering chargessqm1.00154.00154.00Total630.6531SUNSHADESBASIC COST per 1 rmcum0.03754766.52178.74Centering charges 1 rmsqm0.60180.00108.00Total286.7411BLD-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 wastaget1.0540000.0042000.00Binding wirekg6.0052.00312.00(b) Labour for cutting, bending, shifting to site, tying and placing in positionBlacksmith / Bar benderday2.00237.00474.00Mazdoor (Unskilled)day6.40196.001254.40Add MA@25%432.10Sundries on Material0.00Rate per t = a+b44472.5012BLD-CSTN-3-1Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd ClassUnit = 1cumA. MATERIALS:Cementkg36.005.10183.60Bricks traditional size 23 x 11 x 7 cms 2nd classNos512.003372.001726.46Fine aggregate (Sand)cum0.20932.63186.53Seigniorage charges for F.Acum0.2040.008.00B. LABOUR:Mason 1st classday0.24258.0061.92Mason 2nd classday0.56237.00132.72Mazdoor (unskilled)day1.89196.00370.44Add MA@25%141.27Total2810.9434BLD-CSTN-3-1Brick Masonry in CM (1:6) with Bricks traditional size 23 x 11 x 7 cms 2nd Class for BasementUnit = 1cumA. MATERIALS:Cementkg48.005.10244.80Bricks traditional size 23 x 11 x 7 cms 2nd classNos512.003372.001726.46Fine aggregate (Sand)cum0.20932.63186.53Seigniorage charges for F.Acum0.2040.008.00B. LABOUR:Mason 1st classday0.24258.0061.92Mason 2nd classday0.56237.00132.72Mazdoor (unskilled)day1.89196.00370.44Add MA@25%141.27C. SCAFOLDINGAccess Scafolding charges per sqm (1cum/0.23m thick = 4.35sqm)sqm4.350.000.00Total2872.1435BLD-CSTN-11-5Fully Panelled doors - Internal/External - Moulded panels (Schedule Item No 290)Single Shutter(Internal)800 x 2000 mmSal woodcum0.08344144.003663.95Labour, wrought and putup in position frame & shutterssqm1.600473.00756.80Add MA@25%189.20Top Tower bolts 150mm long(Aluminium)Nos169.0069.00Bottom Tower bolts 150mm long(Aluminium)Nos269.00138.00Butt hings with screws 100mm long (Aluminium)Nos681.00486.00Door handle 100mm long(Aluminium)Nos151.0051.00Wind cleats with hingsNos274.00148.00Sundries for hold fasts etc.178.05Total for each door5680.0036For Single door of size 750mm x 2100mm area =1.575Rate =5607.9736For Single door of size 900mm x 2100mm area =1.890Rate =6515.55Double Shutter1000 x 2000 mmSal woodcum0.10444144.004590.98Labour, wrought and putup in position frame & shutterssqm2.000473.00946.00Add MA@25%236.50Top Tower bolts 150mm long(Aluminium)Nos269.00138.00Bottom Tower bolts 150mm long(Aluminium)Nos269.00138.00Butt hings with screws 100mm long (Aluminium)Nos681.00486.00Aldrop 200mm long(Aluminium)Nos1200.00200.00Wind cleats with hingsNos274.00148.00Sundries for hold fasts etc.180Total for each door7063.4837For Double door of size 1050mm x 2100mm,the Area =2.205Rate =7655.26Double Shutter1300 x 2200 mmSal woodcum0.13444144.005915.30Labour, wrought and putup in position frame & shutterssqm2.860473.001352.78Add MA@25%338.20Top Tower bolts 150mm long(Aluminium)Nos269.00138.00Bottom Tower bolts 150mm long(Aluminium)Nos269.00138.00Butt hings with screws 100mm long (Aluminium)Nos681.00486.00Aldrop 200mm long(Aluminium)Nos1200.00200.00Wind cleats with hingsNos274.00148.00Sundries for hold fasts etc.180Total for each door8896.2838For Double door of size 1200mm x 2100mm,the Area =2.520Rate =7992.0439BLD-CSTN-11-21Windows Panelled (Schedule Item No. 306)900 x 1200 mm(Double Shutter)Sal woodcum0.05644144.002472.06Labour, wrought and putup in position frame & shutterssqm1.080601.00649.08Add MA@25%162.27Top Tower bolts 100mm long(Aluminium)Nos257.00114.00Bottom Tower bolts 100mm long(Aluminium)Nos257.00114.00Butt hings with screws 75mm long (Aluminium)Nos668.00408.00Door handle 75mm long(Aluminium)Nos245.0090.0016mm dia MS barsKgs14.5045.00652.50Wind cleats with hingsNos474.00296.00Sundries for hold fasts etc.180Total for each window5137.9140BLD-CSTN-11-21Windows Panelled (Schedule Item No. 306)1200 x 1200 mm(Double Shutter)Sal woodcum0.08144144.003575.66Labour, wrought and putup in position frame & shutterssqm1.440601.00865.44Add MA@25%216.36Top Tower bolts 100mm long(Aluminium)Nos257.00114.00Bottom Tower bolts 100mm long(Aluminium)Nos257.00114.00Butt hings with screws 75mm long (Aluminium)Nos668.00408.00Door handle 75mm long(Aluminium)Nos245.0090.0016mm dia MS barsKgs14.5045.00652.50Wind cleats with hingsNos474.00296.00Sundries for hold fasts etc.180Total for each window6511.9641For Double shutter window of size 1350mm x 1200mm,the Area =1.620Rate =7175.7142For triple shutter window of size 1500mm x 1200mm,the Area =1.800Rate =7839.4543BLD-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 mixercum1.002901.742901.74Plastering with CM (1:3), 12 mm thick10 sqm1.00956.40956.40Total for 10 Sqm3858.14Basic Rate for 1 Sqm385.8144BLD-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 sizesqm10.10723.007302.30Cement for CM (1:8) for base coatkg.21.605.10110.16Cement for slurrykg.33.005.10168.30Cement for Pointing with CM (1:3)kg.6.00025.00150.00Sand for CM (1:8)cum0.12932.63111.92Sand for pointingcum0.020932.6318.65Seigniorage charges of sandcum0.14040.005.60B. LABOURMason 1st classday0.96258247.68Mason 2nd classday2.24237530.88Mazdoor (unskiled)day3.30196646.80Add MA@25%356.34Add water charges 1%1.00%17.82Rate for 10 Sqm9666.45Basic Rate for 1 Sqm966.6545BLD-CSTN-7-6Flooring with 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 tilessqm10.10374.003777.40Cement for CM (1:8) for base coatkg.21.605.10110.16Cement for slurrykg.33.005.10168.30White cementkg.2.0025.0050.00Sand for CM (1:8)cum0.12932.63111.92Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.96258247.68Mason 2nd classday2.24237530.88Mazdoor (unskiled)day3.30196646.80Add MA@25%356.34Add water charges 1%1.00%17.82Rate for 10 Sqm6022.10Basic Rate for 1 Sqm602.2146BLD-CSTN-7-18Providing skirting to internal walls to 15 cm height/risers of steps with ceramic tiles 7.30 mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materialsUnit = 10 sqmA. MATERIALS:Ceramic tiles 7.30 mm thicksqm10.00374.003740.00Sand for cm 1:3 base coatcum0.12932.63111.92Cement for cm 1:3 base coatkgs57.605.10293.76Cement for slurrykgs33.005.10168.30White cement for jointing & pointingkgs6.0025.00150.00Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.77258198.66Mazdoor (unskiled)day0.80196156.80Add MA@25%88.87Rate for 10 Sqm4913.11Basic Rate for 1 Sqm491.3147BLD-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 coloured back ground glazed tilessqm10.10512.005171.20Cement for CM (1:3) for base coatkg.57.005.10290.70Cement for slurrykg.33.005.10168.30White cementkg.6.0025.00150.00Sand for CM (1:8)cum0.12932.63111.92Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.77258198.66Mazdoor (unskiled)day0.80196156.80Add MA@25%88.87Rate for 10 Sqm6341.25Basic Rate for 1 Sqm634.1348BLD-CSTN-8-34Providing and fixing Thermocole False ceiling in true horizontal level 600 mm x 600 mm using 19 mm thick Thermocole sheet anodised Aluminium Tee sections of size 24.50 mm x 24.0 mm x 2.4 mm in grid with cross tee of size 24 x 24.5 mm at every 600 mm c/c and anodised aluminium wall angle of size 24 x 24 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick GI Wire for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of workUNIT 1 sqmA) Material requirement15 mm/ 19 mm Thermocole sheet 600 x 600sqm1.0040.0040.00Alumninium Angle24 mm x 24 mmRM0.4023.009.20Anodised Aluminium T Section(1) 24 x 24.5 x 2.4 mm mmRM3.2030.0096.00GI Rod - prestraightened - 2.0 mm diaConnecting RodNos1.288.0010.24Rawl PlugsNos1.281.501.92B) LABOUR CHARGES1st Class Carpenterday0.36258.0092.882nd Class Carpenterday0.36237.0085.321st Class Painterday0.00258.000.002nd Class Painterday0.00237.000.00Power Saw Cutter - Hand Operated - Operatorday0.02258.005.16Power Drill - Hand Operated - Operatorday0.04237.009.48Unskilled Mazdoorday0.20196.0039.20Add MA@25%58.01C) MachineryPower Saw Cutter - Hand Operated - Hire chargesHrs0.16105.0016.80Power Drill - Hand Operated - Hire ChargesHrs0.3297.0031.04Scaffolding charges1%4.95BASIC COST per 1 sqm500.2049BLD-CSTN-8-30Supplying and fixing Plaster of Paris Board 10mm thick Suspended regular single layer false ceiling fixing to Gyp steel GI perimeter channels of size 20 mm x 27 mm x 30 mm(web) of 0.55 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using Intermediate channels (45 mm x 15mm x 15mm x 0.9 mm) from soffit at 1200 mm c/c with ceiling angle (25 mm x 10 mm x 0.55 mm) fixed with GI Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5 mm x 26 mm x 10.5 mm x 0.55 mm) fixed in direction perpendicular to the intermediate channel at 457 mm c/c and fixing the 10mm mm tapered edge POP board with 25 mm drywall screws at 230 mm c/c & jointing and finishing using joint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound, two coats of drywall topcoat complete for finished item of work .UNIT -1 sqmA) Material requirement as per India Gypsum10 mm Plaster of Paris Board1000 mm x 1000 mm size Boardssqm1.03327335.37Ceiling Angle25 mm x 10 mm x 0.55 mmRM0.646541.60Connecting ClipsNos1.8423.68Ceiling Section51.5 mm x 26 mm x 10.5 mm x 0.55 mm thickRM2.3074170.20Intermediate Channel45 mmx 15 mm x 15 mm x 0.9 mmRM0.847361.32Perimeter Channel20 mm x 27 mm x 30 mm(web) of 0.55 mm thickRM0.406526.00Rawl PlugNos0.641.50.96Soffit CleatsNos0.641.50.96Drywall Screws - 25 mmNos18.001.527.00Jointing CompoundKgs0.552513.75Jointing Paper TapeRM1.4657.30Drywall Top CoatLits0.1512518.75B) LABOUR CHARGES1st Class Carpenterday0.40258103.202nd Class Carpenterday0.4023794.801st Class Painterday0.0825820.642nd Class Painterday0.0823718.96Power Saw Cutter - Hand Operated - Operatorday0.04258.0010.32Power Drill - Hand Operated - Operatorday0.08237.0018.96Unskilled Mazdoorday0.2419647.04Add MA@25%78.48C) MachineryPower Saw Cutter - Hand Operated - Hire chargesHrs0.32105.0033.60Power Drill - Hand Operated - Hire ChargesHrs0.6497.0062.08Scaffolding charges1%11.95BASIC COST per 1 sqm1206.9250BLD-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)cum0.1503518.26527.74B. LABOUR:0.00Mason 1st classday0.60258.00154.80Mazdoor (unskilled)day0.96196.00188.16Add MA@25%85.74C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Total per 10 sqm956.44Total per 1 sqm95.6413BLD-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)cum0.1502539.06380.86B. LABOUR:Mason 1st classday0.60258.00154.80Mazdoor (unskilled)day0.96196.00188.16Add MA@25%85.74C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Grand Total809.56Total per 1 sqm80.9651BLD-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)cum0.212539.06533.20B. LABOUR:Mason 2nd classday0.940237.00222.78Mazdoor (unskiled)day1.60196.00313.60Add MA@25%134.10C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Grand Total1203.68Total per 1 sqm120.3752BLD-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 1:3cum0.213518.26738.83Water proof compoundkg2.0024.0048.00B. LABOURMason 1st classday0.660258.00170.28Mason 2nd classday1.540237.00364.98Mazdoor (unskiled)day3.70196.00725.20Add MA@25%315.12Total per 10 sqm2362.41Total per 1 sqm236.2453BLD-CSTN-9-4White washing one coat 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 :Whiting / White Cementcum / kg1.2025.0030.00Gum, conjee water, or prickly pear juice including necessary fire wood1.06B. LABOURBrick Layers / Painterday0.033258.008.510.077237.0018.25Mazdoor (unskilled)day0.22196.0043.12Add MA@25%17.47Sundries including brushes, ladders, etc.,0.50%0.30Total cost for 10 sqm118.7154BLD-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 :Whiting / White Cementcum / kg2.0025.0050.00Gum, conjee water, or prickly pear juice including necessary fire wood1.55B. LABOURBrick Layers / Painterday0.063258.0016.252nd class painterday0.147237.0034.84Mazdoor (unskilled)day0.32196.0062.72Sundries including brushes, ladders, etc.,1.00%1.14Add MA@25%28.74Total cost for 10 sqm195.24Total per 1 sqm19.5214BLD-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 sqmCost of Cement Primerkg1.0025.0025.00Ist class painterday0.21258.0054.182nd class painterday0.49237.00116.13Add MA@25%42.58Cost of water proof cement Paint of approved qualitykg3.5035.00122.50B. LABOUR1st class painterday0.15258.0038.702nd class painterday0.35237.0082.95Mazdoor (unskilled)day1.50196.00294.00Add MA@25%103.91Total cost879.95Total per 1 sqm88.0056BLD-CSTN-10-6Painting, Priming Coat on New Wood WorkUnit: 10 sqmA. MATERIALS :Wood PrimerL0.700100.0070.00B. LABOURPainter--1st Classday0.210258.0054.18Painter--2nd Classday0.490237.00116.13Add MA@25%42.58Sundries including brushes, soap, putty etc.,1.000%2.83Total cost for 10 sqm285.7215BLD-CSTN-10-7Painting, Priming Coat on New Iron WorkUnit: 10 sqmA. MATERIALS :Red Oxide PrimerL0.7090.0063.00B. LABOURPainter--1st Classday0.210258.0054.18Painter--2nd Classday0.490237.00116.13Add MA@25%42.58Sundries including brushes, soap, putty etc.,1.000%2.76Total cost for 10 sqm278.6558BLD-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.L1.200170.00204.00B. LABOURPainter--1st Classday0.360258.0092.88Painter--2nd Classday0.840237.00199.08Add MA@25%72.99Sundries including brushes, soap, putty etc.,5.69Total cost for 10 sqm574.6416BLD-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.L1.100170.00187.00B. LABOURPainter--1st Classday0.330258.0085.14Painter--2nd Classday0.770237.00182.49Add MA@25%66.91Sundries including brushes, soap, putty etc.,5.22Total cost for 10 sqm526.7660BLD-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-10-6285.72BLD-CSTN-10-12574.64Total cost for 10 sqm860.3617BLD-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-10-7278.65BLD-CSTN-10-12526.76Total cost for 10 sqm805.4162BLD-CSTN-10-11Plastic Emulsion paints - Two Coats for Old painted surface :A. MATERIALS :Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd.L2.200180.00396.00B. LABOURPainter--1st Classday0.360258.0092.88Painter--2nd Classday0.840237.00199.08Add MA@25%72.99Sundries including brushes, soap, putty etc.,7.61768.5663BLD-CSTN-10-11Painting with plastic emulsion paint two coats over a primary coat of cement primer for newly plastered surface including cost and conveyance of all materlas and all labour charges etc.completeBLD-CSTN-9-4118.71BLD-CSTN-10-11768.56Total cost for 10 sqm887.27Basic Rate for 1 sqm88.7364BLD-CSTN-8-4Roofing with 6 mm thick corrugated asbestos cement sheets, fixing with G.I J bolts & nuts 8 mm dia G.I plain washers complete including seigniorage charges etc., complete for finished item of work, but excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials upto 600 pitch.Unit = 10 sqmA. MATERIALS:6 mm thick corrugated AC sheetsT /sqm10.50188.001974.008 mm dia G.I J bolts & nutsnos22.0313.00286.35G.I washersnos22.030.5011.01Bitumen washersnos22.030.204.41B. LABOURCarpenter II classday0.43237.00102.43Man mazdoorday0.54196.00105.94Add MA@25%52.09Sundries including 50 x 6 mm iron wind ties white lead etc.LS50.00Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.LSGrand Total2586.23Rate per 1 sqm = Grand Total/10258.6265Supplying and fixing of steel frame work with IS Rolled steel beams for fixing of AC sheets for Open shed for trevis including cost and conveyance of all materials,fabrication charges and erection charges etc.completeUnit = 1KgA. MATERIALS:Rolled steel for trussesKg1.0534.5036.23B. LABOURLabour charges for fabricating,transportation and fixing including cost revets etc.Kg1.0014.0014.00Rate per 1 Kg50.2366BLD-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 M12000.002000.00U' Links100 Nos240.0080.0025mm dia 1,2,3 & 4 way deep Junction BoxEach1220.00240.0025mm PVC bendsEach125.0060.00Cementkg500.000.00b) Labour charges :Skilled Electricianday2258.00516.00Semi skilled Electricianday2237.00474.00Helpersday2196.00392.00Add MA@25%345.50SundriesC) Cost for 100 RM4107.50Rate per Metre = C/10041.08BLD-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 switch, Ceiling rose and 3mm thick hylam sheet covering to 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 M1910.00910.006A Switch @16/eacheach618.00108.006A 2 way Ceiling Rose@17/eacheach617.00102.006 Module Metal Boxeseach1114.00114.0025 x 20 cms (10" x8") Hylam sheet 3mm thicksqm140.0040.00b) Labour charges :Skilled Electricianday0.6258.00154.80Semi skilled Electricianday1.2237.00284.40Helpersday0.6196.00117.60Add MA@25%139.20C) Cost for 6 Points1970.00Rate per Point = C/6328.332.1.4Supply and fixing of 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 Electricianday0.067258.0017.29Helpersday0.067196.0013.13Add MA@25%7.61Rate per each83.03BLD-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 wire100 M12172.002172.00b) Labour charges :Skilled Electricianday0.34258.0087.72Semi Skilled Electricianday1237.00237.00Helpersday0.34196.0066.64Add MA@25%97.84SundriesC) Cost for 100 RM2661.20Rate per Metre = C/10026.613.1.6Supply 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 M24810.009620.00b) Labour charges :Skilled Electricianday1258.00258.00Semi Skilled Electricianday3237.00711.00Helpersday1196.00196.00Add MA@25%291.25SundriesC) Cost for 100 RM11076.25Rate per Metre = C/100110.76BLD-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 - 8 Nos for outgoing.Taking Output = eacha) MaterialSPN 12 way D.B with IP-42 Protection (MD) suitable for single phase ECCB / RCCB/ DP Isolator.each113681368.0040A D.P.Isolator / ECCB / RCCBeach1336336.0010 kA - 6-32A range SP MCBseach81841472.00b) Labour charges :Skilled Electricianday0.5258.00129.00Semi Skilled Electricianday0.5237.00118.50Helpersday1196.00196.00Sundries such as hardware, cement etc,LS2. For concealing, add the following:a 1No. Semi skilled masonDay1237.00237.00b 1/4 bag cementKg12.55.163.75Add MA@25%170.13Rate per Each4090.384.4.9Supply 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.Nos1834.00834.0010/16/20A SP MCBNos1184184.00b) Labour charges :Skilled ElectricianNos0.25258.0064.50Semi skilled ElectricianNos0.25237.0059.25HelpersNos0.25196.0049.00Sundries 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 masonDay1237.00237.00b 1/4 bag cementKg12.55.163.75Add MA@25%102.44Rate per Each1593.94For First Floor21COLUMNSBASIC COST per 1 cumcum1.005571.055571.05Centering chargescum1.00839.00839.00Total6410.0522LINTELS IN BUILDINGSBASIC COST per 1 cumcum1.005571.055571.05Centering chargescum1.001066.001066.00Total6637.0523RCC SLABS, BEAMSA. MATERIALS:20mm HBG graded metalcum0.9001654.471489.03Sandcum0.450932.63419.68Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00CementKgs400.0005.102040.00B. LABOUR:1st Class Masonday0.067258.0017.292nd Class Masonday0.133237.0031.52Mazdoor (Both Men and Women)day2.500196.00490.00Add MA@25%134.70B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour0.267304.5081.30BASIC COST per 1 cum4766.5224BEAMSBASIC COST per 1 cumcum1.004766.524766.52Centering chargescum1.001433.001433.00Total6199.5226RCC SLABS 125mm thickBASIC COST per 1 sqmcum0.1254766.52595.82Centering chargessqm1.00161.00161.00Total756.8231SUNSHADESBASIC COST per 1 rmcum0.03754766.52178.74Centering charges 1 rmsqm0.60188.00112.80Total291.5433BLD-CSTN-3-1Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd ClassUnit = 1cumA. MATERIALS:Cementkg36.005.10183.60Bricks traditional size 23 x 11 x 7 cms 2nd classNos512.003372.001726.46Fine aggregate (Sand)cum0.20932.63186.53Seigniorage charges for F.Acum0.2040.008.00B. LABOUR:Mason 1st classday0.24258.0061.92Mason 2nd classday0.56237.00132.72Mazdoor (unskilled)day1.89196.00370.44Add MA@25%141.27Add access scaffolding charges208.22Total2810.9450BLD-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)cum0.1503518.26527.74B. LABOUR:Mason 1st classday0.60258.00154.80Mazdoor (unskilled)day0.96196.00188.16Add MA@25%85.74C. SCAFOLDINGAccess Scafolding chargessqm10.0011.05110.50Total per 10 sqm1066.94Total per 1 sqm106.6951BLD-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)cum0.1502539.06380.86B. LABOUR:Mason 1st classday0.60258.00154.80Mazdoor (unskilled)day0.96196.00188.16Add MA@25%85.74C. SCAFOLDINGAccess Scafolding chargessqm10.005.5655.60Grand Total865.16Total per 1 sqm86.5251BLD-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)cum0.212539.06533.20B. LABOUR:Mason 2nd classday0.940237.00222.78Mazdoor (unskiled)day1.60196.00313.60Add MA@25%134.10C. SCAFOLDINGAccess Scafolding chargessqm10.005.5655.60Grand Total1259.28Total per 1 sqm125.9318Cost,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 sectionsKg1.05038.0039.90Labour charges for fabrication of grillsKg1.00014.0014.00Labour charges for fixing of grillsKg1.0003.003.00Add MA@25%4.2561.15Deputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru

LEADLEAD STATEMENTName of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M)Estimate Amount Rs. 11.00 LakhsSl. No.Description of MaterialUnitName of the QuarryLead in KMConveyance chargesInitial CostBlasting chargesMachine crushing chargesTotal Amount123456789121Coarse Sand for Mortor1.00 CumRajahmundry105.00712.63220.000.000.00932.632Coarse Sand for filling1.00 CumRajahmundry105.00712.6370.000.000.00782.633Aggregates 10mm nominal size1.00 CumI.Pangidi76.00529.47560.0070.00140.001299.474Aggregates 20mm nominal size1.00 CumI.Pangidi76.00529.47844.0070.00211.001654.475Aggregates 40mm nominal size1.00 CumI.Pangidi76.00529.47500.0070.000.001099.476Gravel1.00 CumVegiwada15.00125.7950.500.000.00176.297Bricks1000 Nos.Local6.00272.003100.000.000.003372.008Steel1.00 MT40000.000.000.0040000.009Cement1.00 MT5100.000.000.005100.001.Certified that the above leads are correct to the best of my knowledge2.The above work spot lies within 12 Km from Muncipal Corporation BoundaryDeputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru