CoverGOVERNMENT OF ANDHRA PRADESHPANCHAYATRAJ ENGINEERING DEPARTMENTDETAILED ESTIMATEName of the Work : Re-Construction/Renovation of British Graveyard Complex,Dakshina Veedhi,Eluru(T)Estimate Amount Rs.13.00 lakhsDISTRICT:WEST GODAVARICIRCLE:ELURUDIVISION:ELURUSUB-DIVISION:ELURUMANDAL:ELURU

Sp.ReportSPECIFICATION REPORTName of the Work : Re-Construction/Renovation of British Graveyard Complex,Dakshina Veedhi,Eluru(T)Estimate Amount Rs.13.00 lakhsThe work"Re-Construction/Renovation of British Graveyard Complex,DakshinaVeedhi,Eluru(T)",Est.Cost.Rs.13.00 lakhs was sanctioned vide GO Rt.No.213 of YAT&C(PMU)Dept.Dt.15.03.2013There are three tombs in the said grave yard complex.The following items arerequired for renovation:-1)Compound wall in place of damaged compound wall including provision of RCCjollies2)Water supply arrangements to the visitors by providing bore well and motor3)Lighting to the graveyard by providing Post top luminaries4)Landscaping by providing Mexican carpet grass at East and west sides5)Seating arrangements to the visitors by providing fixed benches6)MS grill gates at entrances7)Cladding of tombs with polished granite stones of 16 to 18mm thick8)Provision for Stainless steel gaurds for tombs9)Provision for Sign and informatory boards10)Paving path in the grave-yard with Cuddapah slabsAccordingly,the estimate is prepared with the above provisionsFurther 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%The estimate is prepared as per the current SSR,i.e.2012-2013 rates and as perthe A.P Revised Standard data work will be carried out as per APDSS after entrustmentAsst.Executive EngineerDy.Executive EngineerPRI,EluruPRI,Eluru

Detailed_Cum_AbstractDETAILED CUM ABSTRACT ESTIMATEName of the Work : Re-Construction/Renovation of British Graveyard Complex,Dakshina Veedhi,Eluru(T)Estimate Amount Rs.13.00 lakhsSl. No.Description of ItemNoLength (m)Width (m)Thickness (m)QuantityUnitRateAmount12345678910a)Restoration of Compound Wall:-1Brick 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 raising of compound wallFor Patch work1x120.000.232.109.66Brick pillasters1x800.450.450.7512.1521.81cum3666.90799752RCC Jollies---50mm thick including cost and conveynace of all materials and all labour charges etc.completeAs per approved pattern1x802.41.00.75144.00144.000sqm352.00506883DISMANTLING clearing away and carefully stacking materials useful for reuse for old cement mortor plaster including all labour charges etc.completeCompound wall both sides1x21751.02.10735.00Top1x11751.00.2340.25Pillasters1x801.81.00.75108.00Add extra for jolly portion facing16.75900.000sqm33.00297004Plastering 12mm thick in CM(1:5) including cost and conveyance of all materials and all labour charges etc.complete for Compound wallCompound wall both sides1x21751.02.10735.00Top1x11751.00.2340.25Pillasters1x801.81.00.75108.00Add extra for jolly portion facing16.75900.00sqm109.0898172b)Removal of debris:-5Removal of existing debris including loading of trucks by mechanical means and conveying for a lead of 5km and unloding by means of tipping including time required for positioning,manoeuvering,waiting and conveyance for 5Km etc.completeIn the compound1x1162.003.000.45218.70218.70cum144.3731574c)Restoration of water supply:-6Providing 165mm dia size bore well including cost of drilling&casing pipes and all labour charges and conveyance of materials etc.completeFor an estimated depth1x130.001.01.030.0030.00rmt1140.00342007Supply and Transportation of 1.50HP 19 Stage single phase ISI submersible motor pumpset suitable for 4" Bore well.Makes: Kirloskar / Crompton / CRI / L&T / Texmo / Varsha.1x11.01.01.01.001.00No18857.00188578Supply and Transportation of control panel for single phase submersible motors up to 3 HP @ 220V 50Hz operating range between 80 to 240V including supply and fixing of Direct - on - Line LTLK / SIEMENS / CROMPTON make Volt meter and Ammeter with starting and running capacitors assembled with ISI mark contactors and fitted with Legrand make ISI mark MCB etc., complete.1x11.01.01.01.001.00No4410.0044109Supply of Polyethylene water storage tank double layer conforming to IS:12701-1996 with lid.1x10001.01.01.01000.001000.00Lit7.50750010S& F 32 mm Nominal Bore GI pipe Light Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete1x125.001.01.025.0025.00rmt286.00715011S& F 15 mm Nominal Bore GI pipe Light Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete1x115.001.01.015.0015.00rmt136.00204012S & F Gunmetal (GM) Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 32 mm NB Size1x11.01.01.01.001.00No1103.00110313S & F CP Long body bib cock fancy type deluxe heavy duty 12.7 mm dia Indian make Seiko/ Senior/ Nice or equivalent1x21.01.01.02.002.00No541.00108214Augoring 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 bulbsFor water tank platform1x11.01.01.01.001NosNo1054.85105515Supply 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 bulbs for 300mm dia DUR pilesFor water tank platform1x11.01.01.01.001NosNo3018.67301916Vibrated 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)Column to support platform1x10.230.231.800.100.10cum8713.4987117Vibrated 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)Beams to support platform1x21.800.230.230.190.19cum8748.61166218Providing 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)0.1000.100MT56803.35568019Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for 100mm thick slab (APSS No. 402) (CSSR)Slab as platform1x11.801.801.03.243.24sqm726.922355d)Renovation of Yard&Lighting:-20Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).Rate as per DSR 2012(CPWD)West side lawn1x130.0010.000.60180.00East side lawn1x13.0020.000.6036.00216.00cum30.90667421Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).Rate as per DSR 2012(CPWD)West side lawn1x130.0010.000.60180.00East side lawn1x13.0020.000.6036.00216.00cum260.705631122Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately) Rate as per DSR 2012(CPWD)West side lawn1x130.0010.000.60180.00East side lawn1x13.0020.000.6036.00216.00cum21.00453623Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately).Rate as per DSR 2012(CPWD)West side lawn1x130.0010.001.0300.00East side lawn1x13.0020.001.060.00360.00SQM5.28190124Cost and supply of Mexican carpet grass(Local rate)West side lawn1x130.0010.001.0300.00East side lawn1x13.0020.001.060.00360.00SQM135.004860025Supply of 70W SV / MH integral HID lamp post top lantern BJDPTI 70SV / MH LPF or its equivalent with diamond /Mushroom / Spherical diffuser etc complete with all accessories of makes Wipro / Phillips / Bajaj / Crompton /Surya / HPL.For Yard Lighting1x121.01.01.012.0012NosNo3822.004586426Supply and fixing of Graden Post with MS tubes of Heavy class 60.25mm outer dia 4m long with base plate including fixing chargesFor Yard Lighting1x121.01.01.012.0012NosNo2092.472511027Cost,fabrication,supply and fixing charges of MS Iron grills of any design including cost of materials,welding charges,transportation and fixing charges etc.completeFor two gates200.000Kg84.511690228Cladding with high polished granite 16 to 18 mm mm thick slabs other than black set over base coat of cement mortar (1:8), 20 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 mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, including seigniorage charges, labour charges for dressing of tilesetc., complete for finished item of work, but excluding the cost of conveyance of all materialsFor tombs sides1x312.001.01.0036.00Tombs top1x34.002.001.024.0060.00SQM3598.7021592229Full Rounding the edges of Marble/ Granite stone slabs of all thicknesses including polishing the same.For tombs sides2x312.001.01.072.00For tombs sides1x316.001.01.048.00120.00Rmt285.003420030Supply and fixing of MS moulded benches with teakwood sitting and back rests of size 0.6x1.2m including cost and conveyance of all materials and all labour charges including fixingFor sitting1x61.01.01.06.006NosNo9088.4054530e)Paving path:-31Earthwork 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 MORTHPaving path1x130.004.000.4554.0054.00cum154.76835732Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTHPaving path1x130.004.000.3036.0036.00cum1325.524771933Plain Cement concrete (1:4:8) using 40 mm metal with Concrete mixture. All work upto plinth level.Paving path1x130.004.000.1518.0018.00cum4060.777309434Paving with 40 mm thick Rough Cuddapah/Shabad stones, set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.Paving path1x130.004.001.0120.00120.00sqm389.334671935Provision for Stainless steel gaurds around the tombsLS3000036Provision for Sign boardsLS3000037Provision for VAT @ 5.00%LS5637738QC charges @ 0.5%LS563839Provision for insuranceLS563840Provision for paintings&other unforeseen items104815TOTAL1300000Deputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru

DataDATA SHEETName of the Work : Re-Construction/Renovation of British Graveyard Complex,Dakshina Veedhi,Eluru(T)Estimate Amount Rs.13.00 lakhsIndex-codeS. NoDescriptionUnitQuantityRate Rs.Amount Rs.Remarks1234567ROAD WORK ITEMS:-RBR-EECD-41Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTHUnit = cumTaking output = 100 cuma)LabourMateday-Mazdoor (Unskilled)day1.040250.00260.00Add MA@25%65.00b) MachineryHydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hourhour1.6702600.304342.50Tipper 5.5 cum with 10 t capacityhour4.500818.303682.35Dozer D-50 for spreading @ 200 cum per hourhour0.5002398.801199.40Motor grader for grading @ 200 cum per hourhour0.5002797.001398.50Water tanker 6 kl capacityhour2.000372.00744.00Three wheel 80-100 kN Static Roller @ 80 cum per hourhour1.250920.601150.75c) MaterialWaterkl12.0000.00Compensation for earth taken from private land(Sienorage charges)cum100.00020.002000.00d&e) Overheads & Contractors Profit2077.95Cost for 100 cum = a+b+c+d+e (3 Wheel Roller)16920.45Rate per cum = (a+b+c+d+e)/100169.20RBR-SBBS-12Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1)By Mix in Place MethodConstruction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.For Grading III Material (CBR Value minimum 20)Unit = cumTaking output = 300 cuma)LabourMateday-Mazdoor (Skilled)day2.40285.00684.00Mazdoor (Unskilled)day8.00250.002000.00Add MA 25%671.00b) MachineryMotor Grader 110 HP @ 50 cum per hourhour6.002797.0016782.00Three wheel 80-100 kN static roller @ 10 cum per hourhour30.00920.6027618.00Tractor with Rotavator 25 cum per hourhour12.00367.004404.00Water tanker 6 kl capacityhour3.00372.001116.00c) MaterialWell graded/ Close Graded granular sub-base material as per Table 400.19.5 mm to 4.75 mm @ 66 per centcum255.00251.6864179.472.36 mm below @ 34 per centcum129.00975.11125788.58d&e) Overheads & Contractors Profit34054.03Cost for 300cum = a+b+c+d+e (3 Wheel Roller)277297.08Rate per cum = (a+b+c+d+e)/300924.32RBR-SBBS-93Water Bound Macadam Sub-base/baseWith stone screening / binding materialsWBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD / 404 MORTH. For compacted thickness of 75 mm.By Manual MeansUnit = cumTaking output = 360 cuma)LabourMateday-Mazdoor (Skilled)day12.08285.003442.80Mazdoor (Unskilled)day250.00250.0062500.00Add MA@25%16485.70b) MachineryThree wheel 80-100 kN static roller @ 10 cum per hour for Rural Area workshour36.00920.6033141.60Water tanker 6 kl capacityhour24.00372.008928.00c) Material (Refer Tables 400.7, 8, 9 and 10 MORD/ 400.6, 7, 8 & 9 MORTH)AggregateGrading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mmcum435.601389.70605353.32Stone ScreeningType B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqmcum86.401291.05111546.72Binding MaterialBinding Material @ 0.06 cum per 10 sqm for Grading 2 materialcum28.801171.0533726.32Waterkl144.000.000.00d&e) Overheads & Contractors Profit122517.42Cost for 360 cum = a+b+c+d+e (3 Wheel Roller)997641.88Rate per cum = (a+b+c+d+e)/3602771.234WBM Grading 3(i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD/ 404 MORTH. For compacted thickness of 75 mm.By Manual MeansUnit = cumTaking output = 360 cuma)LabourMateday-Mazdoor (Skilled)day12.08285.003442.80Mazdoor (Unskilled)day250.00250.0062500.00Add MA@25%16485.70b) MachineryThree wheel 80-100 kN static roller @ 10 cum per hour for Rural Area workshour36.00920.6033141.60Water tanker 6 kl capacityhour24.00372.008928.00c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH)AggregateGrading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mmcum435.601613.85702993.06Stone ScreeningType B 11.2 mm for Grading 3 @ 0.18 cum per 10sqmcum86.401291.05111546.72Binding MaterialBinding Material @ 0.06 cum per 10 sqm for Grading 2 materialcum28.801171.0533726.32Waterkl144.000.000.00d&e) Overheads & Contractors Profit136186.99Cost for 360 cum = a+b+c+d+e (3 Wheel Roller)1108951.19Rate per cum = (a+b+c+d+e)/3603080.42RBR-BASC-15Prime CoatLow porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)Unit = sqmTaking output = 1750 sqma)LabourMateday-Mazdoor (Unskilled)day1.040250.00260.00Add MA@25%65.00b) MachineryHydraulic broom @ 1250 sqm per hourhour1.400310.00434.00Air compressor 210 cfmhour1.400402.00562.80Bitumen emulsion pressure distributor @ 1750 sqm/hourhour1.000748.00748.00Water tanker 6 kl capacity 1 trip per hourhour0.500372.00186.00c) MaterialBitumen emulsion (SS-1) @ 0.85 kg per sqmt1.48028036.4441493.93Waterkl3.0000.000.00d&e) Overheads & Contractors Profit6124.96Cost of 1750 sqm = a+b+c+d+e49874.69Rate per sqm = (a+b+c+d+e)/175028.50RBR-BASC-26Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.Unit = sqmTaking output = 1750 sqma)LabourMateday-Mazdoor (Unskilled)day1.040215.00223.60Add MA@25%55.90b) MachineryHydraulic broom @ 1250 sqm per hourhour1.400310.00434.00Air compressor 210 cfmhour1.400402.00562.80Emulsion pressure distributor @1750 sqm per hourhour1.000748.00748.00c) MaterialBitumen emulsion (RS-1) @ 0.275 kg per sqmt0.48028745.8413798.01d&e) Overheads & Contractors Profit2294.23Cost of 1750 sqm = (a+b+c+d+e)18116.54Rate per sqm = a+b+c+d+e/175020.70RBR-BASC-14720mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 0-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or Type B or Type C as per Technical Specification Clause 508 MORD.Case - I By Manual MeansBitumen (S-90)Unit = sqmTaking output = 500 sqm (10 cum)a)LabourMateday-Mazdoor (Unskilled)day21.000250.005250.00Mazdoor (Semi-Skilled)day7.080250.001770.00Add MA@25%1755.00b) MachineryMixall 6/10 t capacityhour4.000640.002560.00Bitumen boiler oil fired 1000 litre capacity fitted with spray sethour4.000182.00728.00Three wheel 80-100 kN static rollerhour2.000920.601841.20c) MaterialBitumen (S-90) @ 14.60 kg per 10 sqmt0.73037124.6127100.97Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqmcum13.5001584.3921389.27d&e) Overheads & Contractors Profit8735.22Cost of 500 sqm = a+b+c+d+e71129.66Rate per sqm = (a+b+c+d+e)/500142.26RBR-BASC-178Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller)By Manual MeansCase - II : Type B (510 - MORD)Bitumen (S-90)Unit = sqmTaking output = 1250 sqma)LabourMateday-Mazdoor (Unskilled)day15.000250.003750.00Mazdoor (Semi-Skilled)day2.850250.00712.50Add MA@25%1115.63b) MachineryMixall 6/10 t capacityhour2.500640.001600.00Three wheel 80-100 kN static rollerhour2.500920.602301.50Bitumen boiler oil fired 1000 litre capacity fitted with spray sethour2.500182.00455.00c) MaterialBitumen (S-90) @ 6.80 kg per 10 sqmt0.85037124.6131555.92Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum per 10 sqmcum7.500975.117313.29d&e) Overheads & Contractors Profit6832.54Cost of 1250 sqm = a+b+c+d+e55636.38Rate per sqm = (a+b+c+d+e)/125044.51CIVIL WORK ITEMS:-RBR-1Excavation 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)LabourMateday0.00285.000.00Mazdoor (Unskilled)day3.64250.00910.00Add MA@25%227.50b) MaterialSienorage charges220.00d&e) Overheads & Contractors Profit190.05Rate per cum = (a+b+c)/101547.55Rate per cum = (a+b+c)/10154.76RBR-FNDN-22Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTHSand fillingUnit = cuma)LabourMateday0.00285.000.00Mazdoor (Unskilled)day0.31250.0077.50Add MA@25%19.38b) MaterialSandcum1.05975.111023.86Sienorage charges for sandcum1.0540.0042.00d&e) Overheads & Contractors Profit162.78Rate per cum = a+b+c+d1325.52BLD-3Cement Mortar (1 : 3)CSTN-1-4Unit : 1cumA. MATERIALS:Cementkg.480.005.502640.00Sand (including 5% wastage)cum1.051062.111115.21Seigniorage charges for Fine Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20250.0050.00Add MA@25%12.50Grand Total3859.71BLD-4Cement Mortar (1 : 5)CSTN-1-6Unit : 1cumA. MATERIALS:Cementkg.288.005.501584.00Sand (including 5% wastage)cum1.051062.111115.21Seigniorage charges for Fine Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20250.0050.00Add MA@25%12.50Grand Total2803.71BLD-5Cement Mortar (1 : 6)CSTN-1-7Unit : 1cumA. MATERIALS:Cementkg.240.005.501320.00Sand (including 5% wastage)cum1.051062.111115.21Seigniorage charges for Coarse Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20250.0050.00Add MA@25%12.50Grand Total2539.71BLD-6Cement Mortar (1 : 8)CSTN-1-8Unit : 1cumA. MATERIALS:Cementkg.180.005.50990.00Sand (including 5% wastage)cum1.051062.111115.21Seigniorage charges for Coarse Sandcum1.0540.0042.00B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortarday0.20250.0050.00Add MA@25%12.50Grand Total2209.71BLD-CSTN-2-7Plain Cement concrete (1:6:10) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg129.605.50712.80Coarse aggregate 40 mmcum0.901475.921328.33Fine aggregate (Sand)cum0.541062.11573.54Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.5440.0021.60B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00370.00370.00C. LABOUR:Mason 1st classday0.10315.0031.50Mazdoor (unskilled)day1.39250.00347.50Water Charges 1% of Labour3.79Add MA@25%95.70Rate per cum3529.76BLD-CSTN-2-7Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg129.600.000.00Coarse aggregate 40 mmcum0.900.000.00Fine aggregate (Sand)cum0.450.000.00Seigniorage 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 cum744.03BLD-CSTN-2-57Plain Cement concrete (1:4:8) using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg162.005.50891.00Coarse aggregate 40 mmcum0.901475.921328.33Fine aggregate (Sand)cum0.451062.11477.95Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00372.00372.00C. LABOUR:Mason 1st classday0.10315.0031.50Mazdoor (unskilled)day1.39250.00347.50Water Charges 1% of Labour3.79Add MA@25%53.59Add contractor's Profit @ 14%492.11Rate per cum4060.77BLD-CSTN-2-2Plain Cement concrete Grade M10 Nominal mix using 40 mm metal with Concrete mixture. All work upto plinth level.Unit = 1cumA. MATERIALS:Cementkg220.000.000.00Coarse aggregate 40 mmcum0.900.000.00Fine aggregate (Sand)cum0.450.000.00Seigniorage 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 cum744.03BLD-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:Cementkg330.000.000.00Coarse aggregate 20 mmcum0.900.000.00Fine aggregate (Sand)cum0.450.000.00Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.00370.00370.00C. LABOUR:Mason 1st classday0.10315.0031.50Mazdoor (unskilled)day1.39250.00347.50Water Charges 1% of Labour3.79Add MA@25%95.70Rate per cum911.49BLD-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 metalcum0.9001927.171734.45Sandcum0.4501062.11477.95Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00CementKgs400.005.502200.00B. LABOUR:1st Class Masonday0.133315.0041.902nd Class Masonday0.267285.0076.10Mazdoor (Both Men and Women)day3.600250.00900.00Add MA@25%254.50B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000370.00370.00BASIC COST per 1 cum6117.9015FOOTINGSBASIC COST per 1 cumcum1.006117.906117.90Centering chargescum1.00434.00434.00d&e) Overheads & Contractors Profit917.27Total7469.1716PEDASTALSBASIC COST per 1 cumcum1.006117.906117.90Centering chargescum1.00666.00666.00d&e) Overheads & Contractors Profit949.75Total7733.6517PLINTH BEAMSBASIC COST per 1 cumcum1.006117.906117.90Centering chargescum1.001946.001946.00d&e) Overheads & Contractors Profit1128.95Total9192.8518Augoring 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 375 mm dia for a depth of 3.75m including under-reaming of two bulbsA. MATERIALS :NilB. LABOURMazdoorday3.944250.00986.06C) Labour Allowance246.52d&e) Overheads & Contractors Profit172.561405.148Augoring 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. LABOURMazdoorday2.961250.00740.25C) Labour Allowance185.06d&e) Overheads & Contractors Profit129.541054.8520Augoring 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. LABOURMazdoorday1.875250.00468.75C) Labour Allowance117.19d&e) Overheads & Contractors Profit82.03667.97Supply 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 metalcum0.9001927.171734.45Sandcum0.4501062.11477.95CementKgs400.005.502200.00B. LABOUR:1st Class Masonday0.100315.0031.502nd Class Masonday0.200285.0057.00Mazdoor (Both Men and Women)day3.450250.00862.50Add MA@25%237.75B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000370.00370.00Water (including for curing)kl1.20062.0074.40d&e) Overheads & Contractors Profit846.38BASIC COST per 1 cum6891.9322DUR PILES---375mm diaBASIC COST per 1 No---3.75m depthcum0.7876891.935423.95Total5423.959DUR PILES---300mm diaBASIC COST per 1 No---3.5m depthcum0.4386891.933018.67Total3018.6724SUR PILES---230mm diaBASIC COST per 1 No---2.5m depthcum0.1476891.931013.11Total1013.11BLD-CSTN-2-13COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGSA. MATERIALS:20mm HBG graded metalcum0.9001927.171734.45Sandcum0.4501062.11477.95CementKgs400.0005.502200.00Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00B. LABOUR:1st Class Masonday0.167315.0052.612nd Class Masonday0.167285.0047.60Mazdoor (Both Men and Women)day4.700250.001175.00Add MA@25%318.80B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour1.000370.00370.00BASIC COST per 1 cum6439.4110COLUMNSBASIC COST per 1 cumcum1.006439.416439.41Centering chargescum1.001204.001204.00d&e) Overheads & Contractors Profit1070.08Total8713.4926LINTELS IN BUILDINGSBASIC COST per 1 cumcum1.006439.416439.41Centering chargescum1.001652.001652.00d&e) Overheads & Contractors Profit1132.80Total9224.21RCC SLABS, BEAMSA. MATERIALS:20mm HBG graded metalcum0.9001927.171734.45Sandcum0.4501062.11477.95Seigniorage charges for C.Acum0.9050.0045.00Seigniorage charges for F.Acum0.4540.0018.00CementKgs400.0005.502200.00B. LABOUR:1st Class Masonday0.067315.0021.112nd Class Masonday0.133285.0037.91Mazdoor (Both Men and Women)day2.500250.00625.00Add MA@25%171.01B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacityhour0.267370.0098.79BASIC COST per 1 cum5429.2211BEAMSBASIC COST per 1 cumcum1.005429.225429.22Centering chargescum1.002245.002245.00d&e) Overheads & Contractors Profit1074.39Total8748.61RCC SLABS 130mm thickBASIC COST per 1 sqmcum0.1305429.22705.80Centering chargessqm1.00252.00252.00Total957.80RCC SLABS 125mm thickBASIC COST per 1 sqmcum0.1255429.22678.65Centering chargessqm1.00252.00252.00Total930.65RCC SLABS 120mm thickBASIC COST per 1 sqmcum0.1205429.22651.51Centering chargessqm1.00252.00252.00Total903.51RCC SLABS 115mm thickBASIC COST per 1 sqmcum0.1155429.22624.36Centering chargessqm1.00252.00252.00Total876.36RCC SLABS 110mm thickBASIC COST per 1 sqmcum0.1105429.22597.21Centering chargessqm1.00252.00252.00Total849.2112RCC SLABS 100mm thickBASIC COST per 1 sqmcum0.1005429.22542.92Centering chargessqm1.00184.00184.00Total726.92SUNSHADESBASIC COST per 1 rmcum0.03755429.22203.60Centering charges 1 rmsqm0.60293.00175.80Total379.40BLD-CSTN-2-1813Supplying, 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 wastaget1.0544500.0046725.00Binding wirekg6.0065.00390.00(b) Labour for cutting, bending, shifting to site, tying and placing in positionBlacksmith / Bar benderday2.00285.00570.00Mazdoor (Unskilled)day6.40250.001600.00Add MA@25%542.50Sundries on Material0.00d&e) Overheads & Contractors Profit6975.85Rate per t = a+b56803.35BLD-CSTN-3-114Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd ClassUnit = 1cumA. MATERIALS:Cementkg36.005.50198.00Bricks traditional size 23 x 11 x 7 cms 2nd classNos512.003608.451847.53Fine aggregate (Sand)cum0.201062.11212.42Seigniorage charges for F.Acum0.2040.008.00B. LABOUR:Mason 1st classday0.24315.0075.60Mason 2nd classday0.56285.00159.60Mazdoor (unskilled)day1.89250.00472.50Add MA@25%176.93d&e) Overheads & Contractors Profit441.08Total3591.66BLD-CSTN-3-130Brick Masonry in CM (1:6) with Bricks traditional size 23 x 11 x 7 cms 2nd Class for BasementUnit = 1cumA. MATERIALS:Cementkg48.005.50264.00Bricks traditional size 23 x 11 x 7 cms 2nd classNos512.003608.451847.53Fine aggregate (Sand)cum0.201062.11212.42Seigniorage charges for F.Acum0.2040.008.00B. LABOUR:Mason 1st classday0.24315.0075.60Mason 2nd classday0.56285.00159.60Mazdoor (unskilled)day1.89250.00472.50Add MA@25%176.93C. SCAFOLDINGAccess Scafolding charges per sqm (1cum/0.23m thick = 4.35sqm)sqm4.350.000.00d&e) Overheads & Contractors Profit450.32Total3666.90BLD-CSTN-11-5Fully Panelled doors - Internal/External - Moulded panels (Schedule Item No 290)Single Shutter(Internal)800 x 2000 mmSal woodcum0.08345468.003773.84Labour, wrought and putup in position frame & shutterssqm1.600564.00902.40Add MA@25%225.60Top Tower bolts 150mm long(Aluminium)Nos175.0075.00Bottom Tower bolts 150mm long(Aluminium)Nos275.00150.00Butt hings with screws 100mm long (Aluminium)Nos687.00522.00Door handle 100mm long(Aluminium)Nos155.0055.00Wind cleats with hingsNos284.00168.00Sundries for hold fasts etc.178.05Total for each door6049.89For Single door of size 750mm x 2100mm area =1.575Rate =5973.30For Single door of size 900mm x 2100mm area =1.890Rate =6938.35Double Shutter1000 x 2000 mmSal woodcum0.10445468.004728.67Labour, wrought and putup in position frame & shutterssqm2.000564.001128.00Add MA@25%282.00Top Tower bolts 150mm long(Aluminium)Nos275.00150.00Bottom Tower bolts 150mm long(Aluminium)Nos275.00150.00Butt hings with screws 100mm long (Aluminium)Nos687.00522.00Aldrop 200mm long(Aluminium)Nos1104.00104.00Wind cleats with hingsNos284.00168.00Sundries for hold fasts etc.180Total for each door7412.67For Double door of size 1050mm x 2100mm,the Area =2.205Rate =8041.88Double Shutter1300 x 2200 mmSal woodcum0.13445468.006092.71Labour, wrought and putup in position frame & shutterssqm2.860564.001613.04Add MA@25%403.26Top Tower bolts 150mm long(Aluminium)Nos275.00150.00Bottom Tower bolts 150mm long(Aluminium)Nos275.00150.00Butt hings with screws 100mm long (Aluminium)Nos687.00522.00Aldrop 200mm long(Aluminium)Nos1104.00104.00Wind cleats with hingsNos284.00168.00Sundries for hold fasts etc.180Total for each door9383.01For Double door of size 1200mm x 2100mm,the Area =2.520Rate =8419.00BLD-CSTN-11-21Windows Panelled (Schedule Item No. 306)900 x 1200 mm(Double Shutter)Sal woodcum0.05645468.002546.21Labour, wrought and putup in position frame & shutterssqm1.080709.00765.72Add MA@25%191.43Top Tower bolts 100mm long(Aluminium)Nos262.00124.00Bottom Tower bolts 100mm long(Aluminium)Nos262.00124.00Butt hings with screws 75mm long (Aluminium)Nos673.00438.00Door handle 75mm long(Aluminium)Nos245.0090.0016mm dia MS barsKgs14.5045.00652.50Wind cleats with hingsNos484.00336.00Sundries for hold fasts etc.180Total for each window5447.86BLD-CSTN-11-21Windows Panelled (Schedule Item No. 306)1200 x 1200 mm(Double Shutter)Sal woodcum0.08145468.003682.91Labour, wrought and putup in position frame & shutterssqm1.440709.001020.96Add MA@25%255.24Top Tower bolts 100mm long(Aluminium)Nos262.00124.00Bottom Tower bolts 100mm long(Aluminium)Nos262.00124.00Butt hings with screws 75mm long (Aluminium)Nos673.00438.00Door handle 75mm long(Aluminium)Nos245.0090.0016mm dia MS barsKgs14.5045.00652.50Wind cleats with hingsNos484.00336.00Sundries for hold fasts etc.180Total for each window6903.61For Double shutter window of size 1350mm x 1200mm,the Area =1.620Rate =7605.06For triple shutter window of size 1500mm x 1200mm,the Area =1.800Rate =8306.51BLD-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 mixercum1.003529.763529.76Plastering with CM (1:3), 12 mm thick10 sqm1.001115.201115.20Total for 10 Sqm4644.96Basic Rate for 1 Sqm464.5BLD-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 sizesqm10.10810.008181.00Cement for CM (1:8) for base coatkg.21.600.000.00Cement for slurrykg.33.000.000.00Cement for Pointing with CM (1:3)kg.6.00025.00150.00Sand for CM (1:8)cum0.120.000.00Sand for pointingcum0.0200.000.00Seigniorage charges of sandcum0.14040.005.60B. LABOURMason 1st classday0.96315.00302.40Mason 2nd classday2.24285.00638.40Mazdoor (unskiled)day3.30250.00825.00Add MA@25%441.45Add water charges 1%1.00%22.07Rate for 10 Sqm10565.92Basic Rate for 1 Sqm1056.59BLD-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 tilessqm10.10419.004231.90Cement for CM (1:8) for base coatkg.21.600.000.00Cement for slurrykg.33.000.000.00White cementkg.2.0025.0050.00Sand for CM (1:8)cum0.120.000.00Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.96315.00302.40Mason 2nd classday2.24285.00638.40Mazdoor (unskiled)day3.30250.00825.00Add MA@25%441.45Add water charges 1%1.00%22.07Rate for 10 Sqm6516.02Basic Rate for 1 Sqm651.60BLD-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 thicksqm10.00419.004190.00Sand for cm 1:3 base coatcum0.120.000.00Cement for cm 1:3 base coatkgs57.600.000.00Cement for slurrykgs33.000.000.00White cement for jointing & pointingkgs6.0025.00150.00Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.77315242.55Mazdoor (unskiled)day0.80250200.00Add MA@25%110.64Rate for 10 Sqm4897.99Basic Rate for 1 Sqm489.80BLD-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 tilessqm10.10573.005787.30Cement for CM (1:3) for base coatkg.57.000.000.00Cement for slurrykg.33.000.000.00White cementkg.6.0025.00150.00Sand for CM (1:8)cum0.120.000.00Seigniorage charges of sandcum0.1240.004.80B. LABOURMason 1st classday0.77315242.55Mazdoor (unskiled)day0.80250200.00Add MA@25%110.64Rate for 10 Sqm6495.29Basic Rate for 1 Sqm649.53BLD-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 sqm500.20BLD-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)cum0.1503859.71578.96B. LABOUR:0.00Mason 1st classday0.60315.00189.00Mazdoor (unskilled)day0.96250.00240.00Add MA@25%107.25C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00Total per 10 sqm1115.21Total per 1 sqm111.52BLD-CSTN-6-315Plastering 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)cum0.1502803.71420.56B. LABOUR:Mason 1st classday0.60315.00189.00Mazdoor (unskilled)day0.96250.00240.00Add MA@25%107.25C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00d&e) Overheads & Contractors Profit133.95Grand Total1090.76Total per 1 sqm109.08BLD-CSTN-6-332Plastering 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)cum0.212803.71588.78B. LABOUR:Mason 2nd classday0.940285.00267.90Mazdoor (unskiled)day1.60250.00400.00Add MA@25%166.98C. SCAFOLDINGAccess Scafolding chargessqm10.000.000.00d&e) Overheads & Contractors Profit199.31Grand Total1622.97Total per 1 sqm162.30BLD-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 1:3cum0.213859.71810.54Water proof compoundkg2.0024.0048.00B. LABOURMason 1st classday0.660315.00207.90Mason 2nd classday1.540285.00438.90Mazdoor (unskiled)day3.70250.00925.00Add MA@25%392.95Total per 10 sqm2823.29Total per 1 sqm282.33BLD-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 / Painterday0.033315.0010.400.077285.0021.95Mazdoor (unskilled)day0.22250.0055.00Add MA@25%21.84Sundries including brushes, ladders, etc.,0.50%0.38Total cost for 10 sqm140.63BLD-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 / kg2.0070.00140.00Gum, conjee water, or prickly pear juice including necessary fire wood1.55B. LABOURBrick Layers / Painterday0.063315.0019.852nd class painterday0.147285.0041.90Mazdoor (unskilled)day0.32250.0080.00Sundries including brushes, ladders, etc.,1.00%1.14Add MA@25%35.72Total cost for 10 sqm320.16Total per 1 sqm32.02BLD-CSTN-10-533Painting 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 painterday0.21315.0066.152nd class painterday0.49285.00139.65Add MA@25%51.45Cost of water proof cement Paint of approved qualitykg3.5041.00143.50B. LABOUR1st class painterday0.15315.0047.252nd class painterday0.35285.0099.75Mazdoor (unskilled)day1.50250.00375.00Add MA@25%130.50d&e) Overheads & Contractors Profit150.96Total cost1229.21Total per 1 sqm122.92BLD-CSTN-10-6Painting, Priming Coat on New Wood WorkUnit: 10 sqmA. MATERIALS :Wood PrimerL0.700117.0081.90B. LABOURPainter--1st Classday0.210315.0066.15Painter--2nd Classday0.490285.00139.65Add MA@25%51.45Sundries including brushes, soap, putty etc.,1.000%3.39Total cost for 10 sqm342.54BLD-CSTN-10-734Painting, Priming Coat on New Iron WorkUnit: 10 sqmA. MATERIALS :Red Oxide PrimerL0.70105.0073.50B. LABOURPainter--1st Classday0.210315.0066.15Painter--2nd Classday0.490285.00139.65Add MA@25%51.45Sundries including brushes, soap, putty etc.,1.000%3.31d&e) Overheads & Contractors Profit46.77Total cost for 10 sqm380.83BLD-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.L1.200199.00238.80B. LABOURPainter--1st Classday0.360315.00113.40Painter--2nd Classday0.840285.00239.40Add MA@25%88.20Sundries including brushes, soap, putty etc.,6.80Total cost for 10 sqm686.60BLD-CSTN-10-1235Painting with Synthetic Enamel paints - Two Coats - For New Iron WorkA. MATERIALS :Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd.L1.100199.00218.90B. LABOURPainter--1st Classday0.330315.00103.95Painter--2nd Classday0.770285.00219.45Add MA@25%80.85Sundries including brushes, soap, putty etc.,6.23d&e) Overheads & Contractors Profit88.11Total cost for 10 sqm717.49BLD-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-10-6342.54BLD-CSTN-10-12686.60Total cost for 10 sqm1029.14BLD-CSTN-10-7&1236Painting 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-10-7380.83BLD-CSTN-10-12717.49Total cost for 10 sqm1098.32BLD-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.L2.200211.00464.20B. LABOURPainter--1st Classday0.360315.00113.40Painter--2nd Classday0.840285.00239.40Add MA@25%88.20Sundries including brushes, soap, putty etc.,9.05914.25BLD-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-9-4140.63BLD-CSTN-10-11914.25Total cost for 10 sqm1054.88Basic Rate for 1 sqm105.4916Cost,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 sectionsKg1.05045.0047.25Labour charges for fabrication of grillsKg1.00018.0018.00Labour charges for fixing of grillsKg1.0003.503.50Add MA@25%5.38d&e) Overheads & Contractors Profit10.3884.5117Supply and fixing of Graden Post with MS tubes of Heavy class 60.25mm outer dia 4m long with base plate including fixing chargesMS tube weight(6.19*4)Kg24.76084.512092.472092.47BLD-CSTN-7-718Cladding with high polished granite 16 to 18 mm mm thick slabs other than black set over base coat of cement mortar (1:8), 20 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 mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, including seigniorage charges, labour charges for dressing of tilesetc., complete for finished item of work, but excluding the cost of conveyance of all materialsUnit = 10 sqmA. MATERIALS:High polished granite 16 to 18 mm thick slab other than blacksqm10.102576.0026017.60Cement for CM (1:8) for base coatkg.36.005.50198.00Cement for slurrykg.33.005.50181.50White cement for jointing & pointingkg.6.00100.00600.00Cement for jointingkg.Sand for CM (1:8)cum0.201062.11212.42Seigniorage charges of sandcum0.2040.008.00B. LABOURMason 1st classday3.00315.00945.00Mason 2nd classday1.00285.00285.00Mazdoor (unskiled)day8.00250.002000.00Add MA@25%807.50Add water charges 1%1.00%312.55d&e) Overheads & Contractors Profit4419.46Grand Total35987.03Rate per 1sqm3598.7019Supply and fixing of MS moulded benches with teakwood sitting and back rests of size 0.6x1.2m including cost and conveyance of all materials and all labour charges including fixingWeight of MS benchKg50.00084.514225.50Cost of teakwood(2*0.6*1.2*.032)Kg0.0461105486.004862.909088.40BLD-CSTN-7-220Paving with 40 mm thick Rough Cuddapah/Shabad stones, set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.Unit = 10 sqmA. MATERIALS:Rough Cuddapah/Shabad stones (40 mm thick) (0.457 x 0.457 m)sqm10.5084.00882.00Cement for CM (1:8) proportion for base coatkg.21.605.50118.80Cement for CM 1:3 proportion for pointingkg.9.605.5052.80Sand for CM (1:8) proportioncum0.121062.11127.45Sand for CM (1:3) proportioncum0.021062.1121.24Seigniorage charges of sandcum0.1440.005.60B. LABOUR:Mason 1st classday0.960315.00302.40Mason 2nd classday2.240285.00638.40Mazdoor (unskilled)day3.30250.00825.00Add MA@25%441.45Add water charges 1%d&e) Overheads & Contractors Profit478.12Grand Total3893.26Rate per 1sqm389.33RBR-LUCC-221Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 mPlacing tipper at loading point, loading with front end loader excluding time for haulage and return trip.Unit = cumTaking output = 5.5 cumTime required fori) Positioning of tipper at loading pointMin1.000ii) Loading by front end loader 1 cum bucket capacity @ 45 cum per hourMin7.330iii) Maneuvering, reversing, dumping and turning for returnMin-iv) Waiting time, unforeseen contingencies, etc.Min2.000TotalMin10.330a) MachineryTipper 10 t capacityhour0.172818.30140.75Front end-loader 1 cum bucket capacity @ 45 cum per hourhour0.1221431.00174.58c&d) Overheads & Contractors Profit44.15Cost for 5.5 cum = a+b+c359.48Rate per cum = (a+b+c)/5.565.3622Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means (unloading by tipping).Unit = cumTaking output = 5.5 cumPlacing tipper at unloading point excluding time for haulage and return tripTime required fori) Positioning of tipper at unloading pointMin1.000ii) Manoeuvering, reversing, dumping and turning for returnMin2.000iii) Waiting time, unforeseen contingencies, etc.Min2.000a) MachineryMin5.000Tipper 10 t capacityhour0.080818.3065.46c&d) Overheads & Contractors Profit9.16Cost for 5.5 cum = a+b+c74.62Rate per cum = (a+b+c)/5.513.5723Removal of existing debris including loading of trucks by mechanical means and conveying for a lead of 5km and unloding by means of tipping including time required for positioning,manoeuvering,waiting and conveyance for 5Km etc.completeLoading as per item(i) above65.36Unloading as per item(ii) above13.57Add for conveyance charges for 5Km65.44144.3724Providing 165mm dia size bore well including cost of drilling&casing pipes and all labour charges and conveyance of materials etc.completeDrilling charges as per RWS Dept. rate450.00Supply and fixing of PVC casing Pipe550.00c&d) Overheads & Contractors Profit140.001140.00Deputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru

LeadLEAD STATEMENTName of the Work : Re-Construction/Renovation of British Graveyard Complex,Dakshina Veedhi,Eluru(T)Estimate Amount Rs.13.00 lakhsSl. No.Description of MaterialUnitName of the QuarryLead in KMConveyance chargesInitial CostBlasting chargesMachine crushing chargesTotal Amount123456789121Coarse Sand for Mortor1.00 CumVadapalli81.00727.11335.000.000.001062.112Coarse Sand for filling1.00 CumVadapalli81.00727.11248.000.000.00975.113Gravel1.00 CumJanampeta15.00163.6888.000.000.00251.68440 mmHBG M/c Metal-SS51.00 CumI.Pangidi83.00743.42530.0070.00132.501475.92520 mm HBG M/c Metal -SS51.00 CumI.Pangidi83.00743.42891.0070.00222.751927.17610 mm HBG M/c Metal-SS51.00 CumI.Pangidi83.00743.42593.0070.00148.251554.677Bricks1000 Nos.Local6.00136.453472.000.000.003608.458Steel1.00 MT44500.0044500.009Cement1.00 MT5500.005500.0010Bitumen VG-30 grade1.00 MTVisakhapatnam355.001242.5035882.110.000.0037124.6111Emulsion SS-I grade1.00 MTVisakhapatnam355.001491.0026545.440.000.0028036.4412Emulsion RS-I grade1.00 MTVisakhapatnam355.001491.0027254.840.000.0028745.8413Stone dust of size less than 2.36mm---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05260.0070.0065.001171.0514HBG 2.36 to 5mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05278.0070.0069.501193.5515HBG 5 to 7mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05452.0070.00113.001411.0516HBG 9.5 to 11mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05593.0070.00148.251587.3017HBG 12 to 14mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05727.0070.00181.751754.8018HBG 19 to 22mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05998.0070.00249.502093.551499.18Seal coat19HBG 25 to 27mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05874.0070.00218.501938.551584.39OGPC20HBG 40 to 45mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05530.0070.00132.501508.551389.7Gr-II21HBG 50 to 55mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05410.0070.000.001256.051613.85Gr-III22HBG 60 to 63mm size---(IRC&MORTH)1.00 CumI.Pangidi87.00776.05378.0070.000.001224.051291.05Type B screenings1.Certified that the above leads are correct to the best of my knowledge2.Certified that the work spot lies within 12km from Muncipal boundaryDeputy Executive Engineer,Assistant Executive Engineer,PRI Sub-Division, EluruPRI, Eluru