DesignReport

XXXXX

XXXXXXXXXXXXX

note fileNote File No. W1/DEE-I/AP-181X-LB 04 /SKLM/2010Subject:-Srikakulam Dist:- PMGSY-Ph-IX- AP18- IX LB 04 - Construction of bridge @0/640km on R/f Veeraghattam to Telgam :Est. Cost Rs. 435.56 lakhsRef :-Lr.2434/10/Missing Bridges/T4 dated 19.10.2010 of the SE, P.R, SrikakulamSubmitted, Sir,Please peruse the reference cited wherein the SE (PR)Srikakulam has submitted estimate for the work "Construction of bridge @0/640km on R/f Veeraghattam to Telgam" Est. Cost Rs.435.56 lakhs for according technical sanction The details are as given below1Name of the Circle:Srikakulam2Name of the District:Srikakulam3Name of the Division:Palakonda4Name of the Constituency:Palakonda5Name of the Mandal:Veeraghattam6Name of the work:Construction of bridge @0/640km on R/f Veeraghattam to Telgam (9 Vents of 16.50m)7Clearance Reference & date of GOI:Lr No P-17024/1/2010. RC-GoI-Ministary of R.D New Delhi dt 09.9.2010.8Administrative sanction Ref. No. & date:GO Ms No 330 dt 17.9.2010 of PR & RD (Progs II) Dept9Package No:AP18- IX LB 0410Whether cleared by STA or Not?Yes Cleared11Name of the Grant:PMGSY -PHASE-IX12Admn sanction Cost ( Rs Lakhs):435.56MORD share107.54State share328.0113Estimate Cost:435.5614Length of the existing road:15Habitations Benefited::16Bridge proposed now at with streams name if any:vottigedda17Bridge Design approval Ref:Not approved18Hydraulic particulars of canal:RCL101.47HFL:Bottom of Deck proposed:100.87MFL:100.27OFL:99.34AVG.BED SLOPE:0.0006ROAD CREST LEVEL:101.47Maximum design dischargeDesign velocity at MFLCatchment area297.57Sq kmType of foundationWell foundationSoil particularsRock is available at a depth i.e., at 13.0 mExpansion jointAs per MOSTBearingsAs per MOSTdeck slabAs per MOSTGrade of concrete proposed in the estimateWearing coatVRCC M30Approach slabVRCC M30FLY WINGSSUPER STRUCTURE AND DECK SLAB, GIRDERSVRCC M25PIERVRCC M20ABUTMENTVRCC M20Hammer head blockVRCC M25Abutment bed block and backing wall:VRCC M25Well steiningVRCC M15Well curbVRCC M25Pier and abutment well capsVRCC M20Top pluggingVRCC M15bottom pluggingVRCC M20width of the structure proposed:7.50m wide19Whether inspection report of SE/EE is furnished:Yes (of SE)20SSR & DATA used for preparation Estimate:Common SSR 2010-11 & Asper AP Revised Standard DATA with 18% OH & CP including 4% VAT & No Provision for cost of water for road work and CD works asper DATA21Rates of Cement, steel, BitumenItem:RateUnitDateCement:4600.00MTOct'10Steel Fe-415:34500.00MTOct'10Steel MS:40000.00MTOct'10Bitumen 60/70:30962.96MT01.10.10Emulsion (RS-1):23727.96MT01.10.10Emulsion (SS-1):23225.08MT01.10.1022Provisions made in the estimateDescriptionQuantityRateUnitAmountConstruction of bridgeFOUNDATIONSEarth work for foundation above water level3200.0059.29cum189722.00Sand filling2310.00170.57cum394017.00PCC M-10 for foundation83.882929.37cum245716.00PCC M-15 for footings of wing walls660.003599.04cum2375366.00SUB STRUCTURECutting edge for Abutments-2 Nos & Piers -8 Nos8.0062066.98MT496536.00RCC M-25 for Well curb1704778.68cum812376RCC M-15 for Well Stening13503789.35cum5115623RCC M20 for Bottom plug5304162.3cum2206019RCC M20 for top plug1003472.16cum347216RCC M20 for well cap4814122.61cum1982975Sinking of 7m dia well for Abutments (2 Nos)up to 3m depth in cleyey soils-2X3m611034.53Rmt662073 to 10m depth in clayey soils-2X9m1816226.04Rmt292069up to 3m depth in Hard rock-2x1.5m320087.66Rmt60263Sinking of 6m dia well for Piers-8Nosup to 3m depth in cleyey soils-8X3m247579.06Rmt1818973 to 10m depth in clayey soils-8X9m7216086.08Rmt1158198up to 3m depth in Hard rock-8X1.5m1218625.33Rmt223504RCC M-15 for sub structure , abutments and wing walls183.003789.35cum693451.00RCC M-15 for sub structure , abutments and wing walls195.003789.35cum738923.00RCC M-25 for Bed blocks & backing walls sub structure Below WL158.005079.68cum802589.00SUPER STRUCTUREVRCC M-25 Design mix for T-beam girder slabs550.805079.68cum2797888.00Neoprene bearings54.00Ls314820.00VRCC M-30 Design mix for Wearing coat over deck slab203.004474.92cum908409.00VRCC M30 Design mix Approach slab465.004400.20cum2046093.00VRCC M-25 Design mix for Hand railings324.661364.33Rmt442943.00CC M-15 for Leveling below approach slab231.753480.32cum806564.00Rough stone revetment33.32913.70cum30444.00Rough stone for toe wall12.00913.70cum10964.00Filter material17.00480.02cum8160.00Back filling165.14324.31cum53557.00Filter medial56.001571.25cum87990.00Weep holes115.20235.07rmt27080.00Draingage spouts36.00LS32000.00Expansion joints85.00LS380000.00Supply and laying of Steel Fe-415 For Foundation Mts95.0043622.56MT4144143.00For Sub Structure MTs57.0043720.87MT2492090.00For Super Structure151.0044467.11MT6714534.00sub total39680338.0036Provision of Seignorage chargesProposed separately in the abstract37Provision for VAT38QC charges 0.50%38Provision of Investigation & DPRs Preparation39LS for road furniture roundingTotalOther provisions made in the estimateProvision towards VAT@4%4%1587214Provision towards Seigneorage chargesAs per calculation sheet510032Provision towards Pre-survey & DPR preparation chargesLS400000Road furnitureLS30000Provision for Mastic padsLS80000Provision for earthen embankmentLS50000Unforseen itemsLS662416Grand total43000000REMARKS & OBSERVATIONS NOTED:-1) The designs are not approved. The SE has proposed High Level Bridge of 9VX16.50m span with well foundation as approved in DPR and the same has been considered for tender purpose.2) The other provisions viz.,Pre-survey& DPR charges, Road furnitue, Mastic pads & earten embankment are allowed as per DPR3) with the above provisions the estimate is put up for technical sanction for Rs.430.00 lakhs against A/s of Rs.435.56 LakhsW1DEE -1

WBM Gr IIIWBM Gr IIGSBWBM Gr IIIWBM Gr IIGSBWBM Gr IIIWBM Gr IIGSBWBM Gr IIIWBM Gr IIGSB

gen Abstract PACKAGE NO : AP18 IX -LB O4NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span)S.No.DesriptionAmountPART - AConstruction of Bridge (9 Vents of 16.50m span)3983831739838317VA @ 4%1593533Seionarage charges ( As per caluculation)510032Provision towards Pre-survey & DPR preparation chargesLS400000Road furnitureLS30000Provision for Mastic padsLS80000Provision for earthen embankmentLS50000Unforseen itemsLS498118PART - A TOTAL43000000PART-BMaiantance for 5 Years1089000PART-A+B: Total44089000Administratively sanctioned under PMGSY Phase IX for Rs.435.56 lakhs vide Go Ms No.330 dated 17.09.10 of PR & RD (Progs.II) dept.Technically sanctioned for Rs.430.00 Lakhs and assigned TSR No. /10-11 dated 23.10.10SdxxxEngineer-in-Chief, PR,PMGSY,Hyderabad

&L&"Arial,Bold"&11&C&"Arial,Bold"&12GENERAL ABSTRACT

bRIDGE DATA RATE ANALYSIS( SSR 2010-11)NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span)Sl. No.S. NoDescriptionUnitQuantityRate Rs.Amount Rs.1234561Earthwork in excavation in Ordinay Soil 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 including contractors profit & Over head charges but excluding Seigonarage charges & VAT Above water Level.Upto 3 m depthNote : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD .(B)Mechanical MeansiUpto 3 m depthUnit = cumTaking output = 240 cuma)LabourMateday-Mazdoor (Unskilled)day8.32196.001630.72b) MachineryHydraulic Excavator 1 cum bucket capacityhour6.001808.5010851.00Cost of dewatering where required, upto 5% of (a+b)0.00Total ( a+b)12481.72c&d) Overheads & Contractors Profit @ 14%Excluding VAT14%1747.44Cost for 240 cum = a+b+c+d14229.16Rate per cum = (a+b+c+d)/24059.29Note : 1. Cost of dewatering upto 5% of a+b may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.Earthwork in excavation in Ordinay Soil 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 including contractors profit & Over head charges but excluding Seigonarage charges & VAT Below water Level .Upto 3 m depthNote : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD .(B)Mechanical MeansiUpto 3 m depthUnit = cumTaking output = 240 cuma)LabourMateday-Mazdoor (Unskilled)day8.32196.001630.72b) MachineryHydraulic Excavator 1 cum bucket capacityhour6.001808.5010851.0012481.72c) Cost of dewatering where required, upto 5% of (a+b)12,481.72624.09Total ( a+b+c)13105.81d) Overheads & Contractors Profit @ 14%Excluding VAT14%1834.81Cost for 240 cum = a+b+c+d14940.62Rate per cum = (a+b+c+d)/24062.25Note : 1. Cost of dewatering upto 5% of a+b may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.Earthwork in excavation in Ordinay Soil 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 .including contractors profit & Over head charges but excluding Seigonarage charges & VAT Above water Level .3 m to 6 m depthNote : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD .ii3 m to 6 m depthBMechanical MeansUnit = cumTaking output = 210 cuma) LabourMateday-Mazdoor (Unskilled)day8.32196.001630.72b) MachineryHydraulic excavator 1.0 cum bucket capacityhour6.001808.5010851.00Total(a+b)12481.72c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1747.44Cost for 210 cum = a+b+c+d14229.16Rate per cum = (a+b+c+d)/21067.76Earthwork in excavation in Ordinay Soil 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 .including contractors profit & Over head charges but excluding Seigonarage charges & VAT Below water Level .3 m to 6 m depthNote : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD .ii3 m to 6 m depthBMechanical MeansUnit = cumTaking output = 210 cuma) LabourMateday-Mazdoor (Unskilled)day8.32196.001630.72b) MachineryHydraulic Excavator 1 cum bucket capacityhour6.001808.5010851.0012481.72c) Cost of dewatering where required, upto 5% of (a+b)12,481.72624.09Total ( a+b+c)13105.81c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1834.81Cost for 210 cum = a+b+c+d14940.62Rate per cum = (a+b+c+d)/21071.15Note : Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.Earthwork in excavation in Ordinay Soil 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 including contractors profit & Over head charges but excluding Seigonarage charges & VAT Below water Level .Depth above 6 mNote : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD .iiiDepth above 6 mBMechanical MeansUnit = cumTaking output = 180 cuma) LabourMateday-Mazdoor (Unskilled)day10.40196.002038.40b) MachineryHydraulic Excavator 1 cum bucket capacityhour6.001808.5010851.0012889.40c) Cost of dewatering where required, upto 5% of (a+b)12,889.40644.47Total ( a+b+c)13533.87c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1894.74Cost for 180 cum = a+b+c+d15428.61Rate per cum = (a+b+c+d)/18085.71Note : 1. Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..2. Labour provided for excavation by mechanical means includes that required for trimming of bottom and side slopes.Earthwork in excavation in Ordinary rock (not requiring blasting) 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 .including contractors profit & Over head charges but excluding Seigonarage charges & VAT above water level.Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD .(II)Ordinary rock (not requiring blasting)(B) Mechanical MeansUpto 3 m depthUnit = cumTaking output = 180 cuma)LabourMateday-Mazdoor (Unskilled)day6.24196.001223.04b) MachineryHydraulic excavator 1.0 cum bucket capacityhour6.001808.5010851.0012074.04c&d) Overheads & Contractors Profit14.00%1690.37Cost for 180 cum = a+b+c+d13764.41Rate per cum = (a+b+c+d)/18076.47Earthwork in excavation in Ordinary rock (not requiring blasting) 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 .including contractors profit & Over head charges but excluding Seigonarage charges & VAT below water level.Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD .(II)Ordinary rock (not requiring blasting)(B) Mechanical MeansUpto 3 m depthUnit = cumTaking output = 180 cuma)LabourMateday-Mazdoor (Unskilled)day6.24196.001223.04b) MachineryHydraulic Excavator 1 cum bucket capacityhour6.001808.5010851.0012074.04c) Cost of dewatering where required, upto 5% of (a+b)12,074.04603.70Total ( a+b+c)12677.74c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1774.88Cost for 180 cum = a+b+c+d14452.63Rate per cum = (a+b+c+d)/18080.29Earthwork in excavation in Hard rock requiring blasting 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 .including contractors profit & Over head charges but excluding Seigonarage charges & VAT Above water level.Hard rock (requiring blasting)Upto 3 m depth including 1.5 m depth in hard rockUnit = cumTaking output = 10 cuma)LabourMateday-Drillerday0.50258.00129.00Blasterday0.25258.0064.50Mazdoor (Unskilled)day8.35196.001636.60b) MachineryAir compressor 210 cfm / 250 cfm with 2 jack hammers for drilling at 15 cum per hourhour1370.00370.00c) MaterialGelatin 80%kg3.5060.00210.00Detonator electricNos.14.003.0042.00Total (a+b+c)2452.10d&e) Overheads & Contractors Profit @ 14%Excluding VAT14.00%343.29Cost for 10 cum = a+b+c+d+e2795.39Rate per cum = a+b+c+d+e)/10279.54qEarthwork in excavation in Hard rock requiring blasting 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 .including contractors profit & Over head charges but excluding Seigonarage charges & VAT Below water level.Hard rock (requiring blasting)Upto 3 m depth including 1.5 m depth in hard rockUnit = cumTaking output = 10 cuma)LabourMateday-Drillerday0.50258.00129.00Blasterday0.25258.0064.50Mazdoor (Unskilled)day8.35196.001636.60b) MachineryAir compressor 210 cfm / 250 cfm with 2 jack hammers for drilling at 15 cum per hourhour1370.00370.002200.10Cost of dewatering where required, upto 5% of (a+b)110.01Gelatin 80%kg3.5060.00210.00Detonator electricNos.14.003.0042.00Total (a+b+c)2562.11d&e) Overheads & Contractors Profit @ 14%Excluding VAT14.00%358.69Cost for 10 cum = a+b+c+d+e2920.80Rate per cum = a+b+c+d+e)/10292.08q2Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD excluding Seigonarage charges & VATISand fillingUnit = cuma)LabourMateday-Mazdoor (Unskilled)day0.31196.0060.76b) MaterialSand for blindagecum1.0070.0070.00Basic rate130.76c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%18.31e) Add conveyance chargesSandcum1.0021.5021.50Rate per cum = a+b+c+d170.57qNote : Cost of transportation of good quality earth has not been included. Only labour for carrying carted earth with a lead of 50 m to the foundation pits has been taken in the rate. The cost of carted earth may be worked out separately if the same is not available from the adjoining area.Backfilling of foundation trenches shall normally be done with excavated earth. The cost of this operation is included in item 11.1. Only in case the excavated earth is not of suitable quality, sand filling or backfilling with carted earth may be resort to.3Providing concrete for plain/reinforced concrete PCC (1:3:6) nominal Mix M10 in open foundations using 40 mm nominal size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD ncluding contractors profit & Over head charges but excluding Seigonarage charges & VAT.for Levelling course below foundationIP.C.C grade M 10(i)Nominal mix 1:3:6Unit = cum(a) MaterialCementt0.224600.001012.00Coarse sandcum0.45220.0099.0040 mm aggregatecum0.900695.00625.50Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.1258.0025.80Mazdoor (Unskilled)day1.39196.00272.44(c) MachineryMechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.hour0.40345.00138.00Water tanker 6 kl capacityhour0.13345.0044.85(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)4.00%88.70Basic rate2306.29e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%322.88g) Add conveyance chargesCoarse sandcum0.4521.509.6840 mm aggregatecum0.900322.80290.52Rate per cum = a+b+c+d+e+f+g2929.37q4Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) MORTH 12.8 A in open foundations using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2100 MORTH. including contractors profit & Over head charges but excluding Seigonarage charges & VATIIP.C.C grade M 15 (Design Mix) MORTH 12.8 AUnit = cum(a) MaterialCementt0.284600.001265.00Coarse sandcum0.45220.0099.0040 mm aggregatecum0.54695.00375.3020 mm aggregatecum0.271125.00303.7510 mm aggregatecum0.09770.0069.30Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44(c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00Generator 33 KVAhour0.40584.57233.83d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)4.00%111.30Basic rate2893.72e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%405.12g) Add conveyance charges of materialCoarse sandcum0.4521.509.6840 mm aggregatecum0.54322.80174.3120 mm aggregatecum0.27322.8087.1610 mm aggregatecum0.09322.8029.05Rate per cum = a+b+c+d+e+f+g3599.04Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works.5Providing and laying cutting edge of Mild Steel weighing 40kg per metre for well foundation complete as per drawing and technical specification 1204, 1900 MORTHUnit = 1 MT(a) MaterialStructural steel in plates, angles etc including 5% wastaget1.0540000.0042000.00Nuts & boltskg20.0033.00660.00(b) LabourMateday-Fitterday5.50258.001419.00Blaksmithday5.50237.001303.50Welderday5.50237.001303.50Mazdoor (Unskilled)day17.82196.003492.72Electrodes, cutting gas and other consumables @ 10% cost of (a) abovehour0.1042660.004266.00Basic rate54444.72e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%7622.26Rate per cum = a+b+c+d+e+f+g62066.986Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in well foundations including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 1200,1500 & 1700 MORTH including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VATIIFor Well CurbUnit =cumACase I : Using Concrete Mixer.(a) MaterialCementt0.4034600.001853.80Coarse sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.20Waterkl1.20.000.002837.50(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44298.24c) MachineryConcrete mixer 0.4/0.28 cum capacityhour/cum0.4345.00138.00138.00Total (a+b+c)3273.74d) Formwork @ 20% on (a+b+c)20.00%654.75Basic rate3928.49e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%549.99g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = a+b+c+d+e+f+g4778.687Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) for Well Stening using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VATIIP.C.C grade M 15 (Design Mix)Unit = cum(a) MaterialCementt0.284600.001265.000.3025Coarse sandcum0.45220.0099.0040 mm aggregatecum0.54695.00375.3020 mm aggregatecum0.271125.00303.7510 mm aggregatecum0.09770.0069.30Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44(c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00Generator 33 KVAhour0.40584.57233.83d) Formwork @10% on cost of material, labour and machinery (a+b+c)10.00%278.24Basic rate3060.66e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%428.49g) Add conveyance charges of materialCoarse sandcum0.4521.509.6840 mm aggregatecum0.54322.80174.3120 mm aggregatecum0.27322.8087.1610 mm aggregatecum0.09322.8029.05Rate per cum = a+b+c+d+e+f+g3789.358Plain/reinforced cement concrete R.C.C grade M 20 (Design Mix) using 40mm, 20 mm & 10 Graded HBG Metal aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawingscomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Steel ,Seigonarage charges & VAT for Bottom PlugV (A)R.C.C grade M 20 (Design Mix) (MORTH):Unit = cumTaking out put-15 cum(a) MaterialCementt5.5504600.0025530.00Coarse sandcum6.750220.001485.0040 mm aggregatecum5.400695.003753.0020 mm aggregatecum5.4001125.006075.0010 mm aggregatecum2.700770.002079.00Admixturekl18.68.30154.38(b) LabourMateday0.000196.000.00Mason (1st Class)day1.500258.00387.00Mason 2nd Classday-Mazdoor (Unskilled)day20.900196.004096.40(c) MachineryConcrete mixer 0.4/0.28 cum capacityhour6.000345.002070.00Generator 33 KVAhour6.000584.573507.42light crane 3 tonnes capacity for handling tremie pipehour6.000280.001680.00Basic rate50817.20Add 5% cost of material & labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe0.00%0.00e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%7114.41g) Add conveyance charges of materialCoarse sandcum6.75021.50145.1340 mm aggregatecum5.400322.801743.1220 mm aggregatecum5.400322.801743.1210 mm aggregatecum2.700322.80871.56Rate per 15 cum = a+b+c+d+e+f+g62434.54Rate per cum=( a+b+c+d+e+f+g)/154162.309Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) MORTH 12.8 A using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2100 MORTH. including contractors profit & Over head charges but excluding Seigonarage charges & VAT for Top PlugIIP.C.C grade M 15 (Design Mix) MORTH 12.8 AUnit = cum(a) MaterialCementt0.284600.001265.00Coarse sandcum0.45220.0099.0040 mm aggregatecum0.54695.00375.3020 mm aggregatecum0.271125.00303.7510 mm aggregatecum0.09770.0069.30Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44(c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00Generator 33 KVAhour0.40584.57233.83d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)0.00%0.00Basic rate2782.42e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%389.54g) Add conveyance charges of materialCoarse sandcum0.4521.509.6840 mm aggregatecum0.54322.80174.3120 mm aggregatecum0.27322.8087.1610 mm aggregatecum0.09322.8029.05Rate per cum = a+b+c+d+e+f+g3472.16Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works.10Plain/reinforced cement concrete R.C.C grade M 20 (Design Mix) using 20 mm & 10 Graded HBG Metal aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawingscomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Steel ,Seigonarage charges & VAT for WELL CAPV (A)R.C.C grade M 20 (Design Mix) (MORTH):Unit = cumTaking out put-15 cum(a) MaterialCementt5.1204600.0023552.00Coarse sandcum6.750220.001485.0040 mm aggregatecum0.0000.000.0020 mm aggregatecum8.1001125.009112.5010 mm aggregatecum5.400770.004158.00Admixturekl08.300.00(b) LabourMateday0.000196.000.00Mason (1st Class)day1.500258.00387.00Mason 2nd Classday-Mazdoor (Unskilled)day20.860196.004088.56(c) MachineryConcrete mixer 0.4/0.28 cum capacityhour6.000345.002070.00Generator 33 KVAhour6.000584.573507.42light crane 3 tonnes capacity for handling tremie pipehour0.000280.000.00Basic rate48360.48d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)4.00%1934.42e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%7041.29g) Add conveyance charges of materialCoarse sandcum6.75021.50145.1340 mm aggregatecum0.0000.000.0020 mm aggregatecum8.100322.802614.6810 mm aggregatecum5.400322.801743.12Rate per 15 cum = a+b+c+d+e+f+g61839.12Rate per cum=( a+b+c+d+e+f+g)/154122.6111Sinking of 7 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTHUnit = Running meter16Taking out put-1mClayey soilDepth below bed level upto 3.00 mRate of sinking =0. 22m per hour(a) LabourMateday-Sinker(skilled)day1.50258.00387.00Sinking helper (semi skilled)day3.18237.00753.66(c) MachineryHire & running charges of crane with grab bucket of 0.75 cum capacity & accessorieshour4.501725.007762.50Consumables in sinking @ 10% of (b)hour0.10776.25Basic rate9679.41e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1355.12Rate per cum = a+b+c+d+e+f+g11034.5312Sinking of 7 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTHUnit = Running meterTaking out put-1mClayey soilbeyond 3.00 m up to 10m depthRate of sinking =0.17m per hour(a) LabourMateday-Sinker(skilled)day2.00258.00516.00Sinking helper (semi skilled)day4.26237.001009.62(c) MachineryHire & running charges of crane with grab bucket of 0.75 cum capacity & accessorieshour6.001725.0010350.00Air compressor with numatic chiesel attachment for cutting hard clayhour3.25370.001202.50Consumables in sinking @ 10% of (b)hour0.101155.25Basic rate14233.37e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1992.67Rate per cum = a+b+c+d+e+f+g16226.0413Sinking of 7 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTHUnit = Running meterTaking out put-1mHard rockDepth below bed level upto 3.00 mRate of sinking =0.17m per hour(a) MaterialGelatin 80%kg7.0060.00420.00Detonator electricNos.30.003.0090.00(b) LabourMateday-Drillerday2.00237.00474.00Blasterday0.25237.0059.25Mazdoor (skilled)day4.00237.00948.00Mazdoor (un skilled)day19.50196.003822.00Driverday0.50237.00118.50(c) MachineryHire & running charges of crane with grab bucket of 0.75 cum capacity & accessorieshour6.001725.0010350.00Air compressor with numatic chiesel attachment for cutting hard clayhour2.00370.00740.00Consumables in sinking @ 10% of (b)hour0.101109.00Basic rate17620.75e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%2466.91Rate per cum = a+b+c+d+e+f+g20087.6614Sinking of 6 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTHUnit = Running meterTaking out put-1mClayey soilDepth below bed level upto 3.00 mRate of sinking =0. 33m per hour(a) LabourMateday-Sinker(skilled)day1.50258.00387.00Sinking helper (semi skilled)day2.40237.00568.80(c) MachineryHire & running charges of crane with grab bucket of 0.75 cum capacity & accessorieshour3.001725.005175.00Consumables in sinking @ 10% of (b)hour0.10517.50Basic rate6648.30e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%930.76Rate per cum = a+b+c+d+e+f+g7579.0615Sinking of 6 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTHUnit = Running meterTaking out put-1mClayey soilbeyond 3.00 m up to 10m depthRate of sinking =0.17m per hour(a) LabourMateday-Sinker(skilled)day3.00258.00774.00Sinking helper (semi skilled)day4.80237.001137.60(c) MachineryHire & running charges of crane with grab bucket of 0.75 cum capacity & accessorieshour6.001725.0010350.00Air compressor with numatic chiesel attachment for cutting hard clayhour2.00370.00740.00Consumables in sinking @ 10% of (b)hour0.101109.00Basic rate14110.60e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1975.48Rate per cum = a+b+c+d+e+f+g16086.0816Sinking of 6 m external diameter well (other than numatic type of sinking) thorugh all types of strata namely sandy soils , clayey soils and rock as shown against each case complete as per drawing and technical specifications 1207 MORTHUnit = Running meterTaking out put-1mHard rockDepth below bed level upto 3.00 mRate of sinking =0.17m per hour(a) MaterialGelatin 80%kg4.0060.00240.00Detonator electricNos.18.003.0054.00(b) LabourMateday-Drillerday2.00237.00474.00Blasterday0.25237.0059.25Mazdoor (skilled)day4.00237.00948.00Mazdoor (un skilled)day13.56196.002657.76(c) MachineryHire & running charges of crane with grab bucket of 0.75 cum capacity & accessorieshour6.001725.0010350.00Air compressor with numatic chiesel attachment for cutting hard clayhour2.00370.00740.00Consumables in sinking @ 10% of (b)hour0.101109.00Basic rate16338.01e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%2287.32Rate per cum = a+b+c+d+e+f+g18625.3317Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) in Sub structure using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VATIIP.C.C grade M 15 (Design Mix)Unit = cum(a) MaterialCementt0.284600.001265.00Coarse sandcum0.45220.0099.0040 mm aggregatecum0.54695.00375.3020 mm aggregatecum0.271125.00303.7510 mm aggregatecum0.09770.0069.30Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44(c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00Generator 33 KVAhour0.40584.57233.83d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)10.00%278.24Basic rate3060.66e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%428.49g) Add conveyance charges of materialCoarse sandcum0.4521.509.6840 mm aggregatecum0.54322.80174.3120 mm aggregatecum0.27322.8087.1610 mm aggregatecum0.09322.8029.05Rate per cum = a+b+c+d+e+f+g3789.35Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works.1Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in open foundations including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 802, 803, 1202 & 1203 MORD including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VATIIR.C.C M 25 Grade (Design Mix)Unit =cumACase I : Using Concrete Mixer.(a) MaterialCementt0.4034600.001853.80Coarse sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.20Waterkl1.20.000.002837.50(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44298.24c) MachineryConcrete mixer 0.4/0.28 cum capacityhour/cum0.4345.00138.00138.00Total (a+b+c)3273.74d) Formwork @ 3.75% on (a+b+c)3.75%122.77Basic rate3396.51e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%475.51g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = a+b+c+d+e+f+g4172.221Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in substructure including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VATIIR.C.C M 25 Grade (Design Mix)Unit =cumACase I : Using Concrete Mixer.(a) MaterialCementt0.4034600.001853.80Coarse sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.20Waterkl1.20.000.002837.50(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44298.24c) MachineryConcrete mixer 0.4/0.28 cum capacityhour/cum0.40345.00138.00Generator 33 KVAhour0.40584.57233.83371.83Total (a+b+c)3507.57d) For formwork and staging add the following percentage of (a+b+c):Height upto 5 m @ 10 per cent10.00%350.76Note : 1. Height from 5 m to 10 mAdd on cost of material, labour and machinery (a+b+c) for Formwork11.80%Add on cost of material, Labour and machinery excluding formwork to cater for extra lift1.80%Height above 10mAdd on cost of material, labour and machinery (a+b+c) for Formwork15.00%Add on cost of material, Labour and machinery excluding formwork to cater for extra lift4.00%Basic cost3858.33e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%540.17g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = a+b+c+d+e+f+g4698.695Plain/reinforced cement concrete R.C.C grade M 20 (Design Mix) in substructure using 20 mm & 10 Graded HBG Metal aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawingscomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Steel ,Seigonarage charges & VAT for Ramp body walls.V (A)R.C.C grade M 20 (Design Mix) (MORTH):Unit = cum(i)Height upto 5mCase I : Using concrete Mixer(a) MaterialCementt0.3474600.001596.20Coarse sandcum0.450220.0099.0020 mm aggregatecum0.5401125.00607.5010 mm aggregatecum0.360770.00277.20Waterkl1.20.000.00(b) LabourMateday0.060196.0011.76Mason (1st Class)day0.100258.0025.80Mason 2nd Classday-Mazdoor (Unskilled)day1.330196.00260.68(c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.400345.00138.00Generator 33 KVAhour0.400584.57233.83(d) Formwork @ 10% on (a+b+c)10.00%325.00Basic rate3574.97e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%500.50g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = a+b+c+d+e+f4375.6618iProviding reinforced concrete Reinforced Cement Concrete M 30 grade ( Design Mix) approach slab using 0.05 tones/cum reinforcement and formwork complete as per drawing and technical specifications Clauses1500, 1600, 1700 & 2704 MORTH including contractors profit & Over head charges but excluding cost of Steel ,Seigonarage charges & VATR.C.C. Grade M30 Design MixCase 1 : Using Concrete MixerUnit = cum(a) MaterialCementt0.4074600.001872.20Coarse sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.20Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.1258.0025.80Mazdoor (Unskilled)day1.39196.00272.44Bhistiday0.15196.000.00(c) MachineryConcrete mixer 0.4/0.28 cum capacityhr / cum0.4345.00138.00Generator 33 KVAhour0.4584.57233.83Steelt0.050.000.00(d) Formwork @ 3% on (a+b+c)2.00%70.52Basic rate3596.49e&f) ) Overheads & Contractors Profit @ 14%Excluding VAT14.00%503.51g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = a+b+c+d+e+f4400.20019Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in superstructure including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VATIIR.C.C M 25 Grade (Design Mix)Unit =cumACase I : Using Concrete Mixer.(a) MaterialCementt0.4004600.001840.00Coarse sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.20Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44c) MachineryConcrete mixer 0.4/0.28 cum capacityhour/cum0.40345.00138.00Generator 33 KVAhour0.40584.57233.83d) For formwork and staging add the following percentage of (a+b+c):Case I : (I) For solid slab super-structure (MORTH)(i) Height upto 5md) Formwork and staging of (a+b+c)20.00%698.75e&f) Overheads & Contractors ProfitRate per cum = (a+b+c+d+e+f)Height 5m to 10md) Formwork and staging of (a+b+c)25.00%Basic cost4192.52e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%586.95g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = a+b+c+d+e+f+g5079.68qProviding and laying reinforced cement concrete R.C.C M 30 Grade (Design Mix) using 20 & 10 mm HBG Metal in superstructure including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VATIIIR.C.C. Grade M 30 Design MixUnit =cumCase 1: Using Concrete Mixer(a) MaterialCementt0.4074600.001872.20Coarse sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.20Waterkl1.20.000.00(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00Generator 33 KVAhour0.40152.3160.92d) For formwork and stagings refer to sub-item (d) of I (II) above(I) For solid slab super-structureHeight upto 5md) Formwork and staging of (a+b+c)20.00%670.61Height 5m to 10md) Formwork and staging of (a+b+c)25.00%Basic cost4023.67e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%563.31g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = (a+b+c+d+e+f)4887.19q20P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD including contractors profit & Over head charges but excluding Seigonarage charges & VATNominal mix (1:2.5:5) / PCC M 15 using Concrete MixtureUnit = cum(a) MaterialCementt0.2754600.001265.00Coarse sandcum0.48220.00105.6040 mm aggregatecum0.54695.00375.3020 mm aggregatecum0.271125.00303.7510 mm aggregatecum0.09770.0069.30(b) LabourMateday-Mason (1st Class0day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00Generator 33 KVA.hour0.40584.57233.83Basic cost2789.02d&e) Overheads & Contractors Profit @ 14%Excluding VAT14.00%390.46f) Add conveyance charges of materialCoarse sandcum0.4821.5010.3240 mm aggregatecum0.54322.80174.3120 mm aggregatecum0.27322.8087.1610 mm aggregatecum0.09322.8029.05Rate per cum = a+b+c+d+e+f3480.32q21(i)Providing and laying cement concrete wearing course M30 grade desin mix using 20 & 10 mm HBG Metal including cost, and conveyance of all materials to site and all labour charge mechanically mixed using 0.075 t/Cum reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD including contractors profit & Over head charges but excluding cost of Steel , Seigonarage charges & VATUnit = cum(a) MaterialCementt0.4074600.001872.20Sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.20Waterkl1.20.000.00HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CPt0.0750.000.00(b) LabourMateday-Mason (1st Class)day0.10258.0025.80Mazdoor (Unskilled)day1.39196.00272.44Mazdoor (Unskilled) for cleaning deck slab concrete surfaceday0.15196.0029.40c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00Generator 33 KVA.hour0.40584.57233.83(d) Formwork @ 3% of cost of concrete3.00%106.66Basic cost3662.03e&f) Overheads & Contractors Profit @ 14%Excluding VAT14.00%512.68g) Add conveyance charges of materialCoarse sandcum0.4521.509.6820 mm aggregatecum0.54322.80174.3110 mm aggregatecum0.36322.80116.21Rate per cum = a+b+c+d+e+f+g4474.92q1Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = cum(a) MaterialStone boulder (25 kg / 40 Kg minimum) 300 mm thcum1.00162.00162.00Stone spallscum0.20280.0056.00(b) LabourMatedayMason 1st Classday0.35258.0090.30Mazdoor (Unskilled)day0.79196.00154.84Basic cost463.14c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%64.84e) Add conveyance charges of materialStone boulder (25 kg / 40 Kg minimum)cum1.00322.80322.80Stone spallscum0.20143.4028.68Rate per cum = a+b+c+d+e879.46Note : 1. Nominal excavation required for preparation of bed has been taken into account while making provisions for labour.2. Same data is hold good for stone boulders 25 kg / 40 kg only rate may be substituted.22Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORDincluding contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = cumTaking output = 10 cumIGranular material(a) MaterialGranular materialcum12.00050.50606.00(b) LabourMateday-Mazdoor (Unskilled)day7.280196.001426.88(c) MachineryPlate compactor / power rammerhour2.50040.00100.00Water Tankerhour0.050345.0017.25Basic cost2150.13d&e) Overheads & Contractors Profit @ 14%Excluding VAT14.00%301.02f) Add conveyance charges of materialGranular materialcum12.00066.00792.00Cost for 10 cum of granular backfill = a+b+c+d+e+f3243.15Rate per cum = (a+b+c+d+e+f)/10324.3123Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = cumTaking output = 10 cum(a) MaterialFilter media as per specificationcum12.000880.0010560.00(b) LabourMateday-Mazdoor (Unskilled)day7.320196.001434.72Mazdoor (Skilled)day1.000258.00258.00c) MachineryWater Tanker of 6 KL capacityhour0.060345.0020.70Basic cost12273.42d&e) Overheads & Contractors Profit @ 14%Excluding VAT14.00%1718.28f) Add conveyance charges of materialFilter media as per specificationcum12.000143.401720.80Cost for 10 cum of granular backfill = a+b+c+d+e+f15712.50Rate per cum = (a+b+c+d+e+f)/101571.25Note : Suitable Grade of Filter media shall be proposed as per Specification in said IRC.24Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification Clause 1302 MORD/2504 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = cum(a) MaterialGraded stone aggregate of required size passing through 22.4mm seivecum1.20050.5060.60(b) LabourMateday-Mazdoor (Unskilled)day1.050196.00205.80Mazdoor (Skilled)day0.250258.0064.50c) MachineryWater Tanker of 6 KL capacityhour0.060345.0020.70Basic cost351.60d&e) Overheads & Contractors Profit @ 14%Excluding VAT14.00%49.22f) Add conveyance charges of materialFilter media as per specificationcum1.20066.0079.20Cost for 1 cum = a+b+c+d+e+f480.02Note : Suitable Grade of Filter media shall be proposed as per Specification in said IRC.25Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections for Bars below 36 mm dia including over laps and wastage, where they are not welded.including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = t(a) MaterialHYSD bars including 5 per cent overlaps and wastaget1.05034500.0036225.00Binding wirekg6.00052.00312.0036537.00(b) Labour for cutting, bending, shifting to site, tying, and placing in positionMateday-Blacksmithday2.000237.00474.00Mazdoor (Unskilled)day6.840196.001340.641814.64Total (a+b)38351.64c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%5369.23Rate per t = a+b+c+d43720.8726Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded. including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = t(a) MaterialHYSD bars including 5 per cent for overlaps and wastaget1.0534500.0036225.00Binding wirekg6.0052.00312.0036537.00(b) Labour for cutting, bending, shifting to site, tying and placing in positionMateday-Blacksmithday2.00237.00474.00Mazdoor (Unskilled)day6.40196.001254.401728.40Total (a+b)38265.40c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%5357.16Rate per t = a+b+c+d43622.5627Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded.including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = t(a) MaterialHYSD bars including 5 per cent for laps and wastaget1.0534500.0036225.00Binding wirekg8.0052.00416.0036641.00(b) Labour for cutting, bending, tying and placing in positionMateday-Blacksmith/ Rod Binderday3.00237.00711.00Mazdoor (Unskilled)day8.44196.001654.242365.24Total (a+b)39006.24c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%5460.87Rate per t = a+b+c+d44467.1128iConstruction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts of size 0.25X0.275m not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD.including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = Running mTaking output = 4x12 mSpan = 48 m(a) M 25 grade R.C.C.Sub Analysis for Rate of Concrete(a) MaterialCementt0.404600.001840.00Coarse sandcum0.45220.0099.0020 mm aggregatecum0.541125.00607.5010 mm aggregatecum0.36770.00277.202823.70(b) LabourMatedayMason (1st Class)day0.12258.0030.96Mazdoor (Unskilled)day2.09196.00409.64440.60c) MachineryConcrete mixer 0.4/0.28 cum capacityhour0.40345.00138.00138.00Total (a+b+c)3402.30d) Formwork @ 12%12.00%408.28Total (a+b+c+d)3810.58Add conveyance charges of materialCoarse sandcum0.45143.4064.5320 mm aggregatecum0.54143.4077.4410 mm aggregatecum0.36143.4051.62No. of vertical posts = (6+1) 4 = 28 nos193.59Cross-sectional area of vertical post = 0.25x0.275 = 0.069 sqmConcrete in vertical posts = 0.069x28x1.00 = 1.932 cumHand rail in 3 tiers = 3x48 = 144 mCross-sectional area = 0.17x0.175 = 0.03 sqmConcrete in hand rails = 0.03 x 144 = 4.32 cumTotal concrete = 1.932+4.32 = 6.252 cumcum6.2523810.5823823.72(b) HYSD bar reinforcement (Rate as per item 13.2)t1.3639006.2453048.49Basi cost76872.21c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%10762.11Add conveyance charges of materialcum6.252193.591210.32Cost for 48 m = (a+b+c+d)88844.64Rate per m = (a+b+c+d)/481850.93Note : 1. 48 m length is the total linear length adding both sides of 2x12 m span2. Quantities of material have been adopted from standard plans of MORTH vide drawing No SD/20229Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD including contractors profit & Over head charges but excluding Seigonarage charges & VATUnit = NosTaking output = 30 NosSub-analysisCement mortar 1:3 (1 cement : 3 sand)Unit = cum(a) MaterialCementt0.484600.002208.00Sandcum1.05220.00231.00Conveyance of sand excluding 14%cum1.0518.8619.80(b) LabourMateday-Mazdoor (Unskilled)day0.2196.0039.20Total material and labour = (a+b)2498.00(a) MaterialAC pipe 100 mm dia including wastage @ 5 per cent. Average length of weep hole is taken as one metre for the purpose of estimatingm31.500177.005575.50MS clampsNos.30.00010.00300.00Collar for AC pipe (average taking 10% of above pipe rate)10.00%17.701.77Cement mortar 1:3 (For rate refer to item 11.5 I)cum0.0502498.00124.90(b) LabourMateday-Mason 1st Classday0.500258.00129.00Mazdoor (Unskilled)day0.280196.0054.88Basic cost6186.05c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%866.05Cost for 30 Nos = (a+b+c+d)7052.10Rate per No = (a+b+c+d)/30235.0730Rough stone 225 mm th Dry Packing for Aprons and Revetments Section 1300 MORDUnit = cum(a) MaterialRough Stone (Including small stone for wedging)cum1.20138.00165.60(b) LabourMason 1st Classday0.35258.0090.30Mazdoor (Unskilled)day1.05196.00205.80Basic cost461.70c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%64.64Add conveyance charges of materialRough Stonecum1.20322.80387.36Rate per cum = a+b+c+d913.70Datas thirty (30) approvedSdxxxEngineer-in-Chief,P.R, PMGSYHyderabadProviding and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per Technical Specification Clause 1207.2.3 MORDUnit = Running mTaking output = 12 m(a) MaterialGalvanised M.S. plate 200 mm wide 12 mm thick @ 94.20 kg/sqm including 5 per cent wastage.kg237.50Add 1 per cent of cost of steel plate for cutting, welding, consumables and galvanised nails.1.00%(b) LabourMateday-Mazdoor (Skilled)day0.22Mazdoor (Unskilled)day0.40c&d) Overheads & Contractors ProfitCost for 12 m = a+b+c+dRate per m = (a+b+c+d)/ 12Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD.Unit = mTaking output = 7.5 m(3 pipes of 2.5 m length each)1000 mm diaa)LabourMateday-Mason (1st Class)day0.25258.0064.50Mazdoor (Unskilled)day2.09196.00409.64Laying & fixing of Pipes with colors in position including lifting, aligning etc.,rmb) MaterialSand at sitecum0.04220.008.80Cement at sitet0.034600.00138.00RCC pipe NP3 pipe including collar at sitem7.504885.0036637.50Basic cost37258.44ConveyancSand excluding 14%cum0.02421.500.52RCC pipe NP3 pipe including collarm7.50547.984109.8741368.83c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%5791.64Cost for 7.5 m = a+b+c+d47160.47Rate per m = (a+b+c+d)/7.56288.06750 mm diaa)LabourMateday-Mason (1st Class)day0.15258.0038.70Mazdoor (Unskilled)day1.25196.00245.00Laying & fixing of Pipes with colors in position including lifting, aligning etc.,rmb) MaterialSand at sitecum0.024220.005.28Cement at sitet0.0184600.0082.80RCC pipe NP3 pipe including collar at sitem7.502370.0017775.00Basic cost18146.78ConveyancSand excluding 14%cum0.02418.860.45RCC pipe NP3 pipe including collarm7.50284.912136.8320284.06c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%2839.77Cost for 7.5 m = a+b+c+d23123.83Rate per m = (a+b+c+d)/7.53083.18600 mm diaa)LabourMateday-Mason (1st Class) deduct 20% labourday0.12258.0030.96Mazdoor (Unskilled) Deduct 20% labourday1.00196.00196.00Laying & fixing of Pipes with colors in position including lifting, aligning etc.,rmb) MaterialSand at sitecum0.024220.005.28Cement at sitet0.0184600.0082.80RCC pipe NP3 pipe including collar at sitem7.50331.712487.83Basic cost2802.87ConveyancSand excluding 14%cum0.02418.860.45RCC pipe NP3 pipe including collarm7.50331.712487.835291.15c&d) Overheads & Contractors Profit @ 14%Excluding VAT14.00%740.76Cost for 7.5 m = a+b+c+d6031.91Rate per m = (a+b+c+d)/7.5804.25

&R&"Arial,Bold"RBR_FNDN&R&P

Bridge estimateNAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span)Bridge Abstract EstimateS.NoDescriptionQuantityUnitRatePerAmount1Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MORTH specification no. 304 in ordinary soils upto SDR soils by manual means.3200.00cum59.291 cum18972223PCC ( 1 : 3 : 6 ) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed. Placed in foundation and compacted including curing complete as per approved drawing & technical specification as per MORT&H spn.no2100.83.88cum2,929.371 cum2457164Vibrated cement concrete in Open foundation complete as per Drawing and technical specifications as per MORT&H specification Nos.1500, 1700 & 2100 VCC M-15- Footings of wing walls.660.00cum3,599.041 cum23753655Providing and Laying Cutting Edge of Mile Steel weighing 40 kg per metre for Well Foundation complete as per approved Drawing and Technical Specification.8.00MT62,066.981 MT4965366Vibrated Reinforced Cement Concrete in well foundation complete as per approved Drawing and Technical Specifications and as per MoRTH specification Nos. 1200, 1500 & 1700 M-25 for Well Curb.170.00cum4,778.681 cum8123757Plain Vibrated Cement Concrete in well foundation complete as per approved Drawing and Technical Specification and as per MoRTH nos 1200, 1500 & 1700,--- M-15-Well Steining.1350.00cum3,789.351 cum51156298Plain Vibrated Cement Concrete in well foundation complete as per approved Drawing and Technical Specification and as per MoRTH spn.Nos.1200, 1500 & 1700,---M-20. Bottom Plug Concrete to be placed using tremie pipe.530.00cum4,162.301 cum22060209Sand filling in wells complete as per approved drawing and technical specifications as per MORTH specification No. 1207.2310.00cum170.571 cum39400810Providing concrete for plain/reinforced concrete P.C.C grade M 15 (Design Mix) MORTH 12.8 A using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2100 MORTH. including contractors profit & Over head charges but excluding Seigonarage charges & VAT for Top Plug100.00cum3,472.161 cum34721611Vibrated Reinforced Cement Concrete in well foundation complete as per approved Drawing and Technical Specifications and as per MoRTH specification Nos. 1200, 1500& 1700,---M-20- Well Cap.481.00cum4,122.611 cum198297412Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per approved drawing and technical specifications. Depth of sinking is reckoned from bed level . For AbutmentsClayey soilsupto 3M depth6.00Rm11,034.531 Rm662073m to 10m depth18.00Rm16,226.041 Rm292069Hard rockupto 3M depth3.00Rm20,087.661 Rm6026313Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per approved drawing and technical specifications. Depth of sinking is reckoned from bed level . For Piers.Clayey soilsupto 3M depth24.00Rm7,579.061 Rm1818973m to 10m depth72.00Rm16,086.081 Rm1158198Hard rockupto 3M depth12.00Rm18,625.331 Rm22350414Vibrated Reinforced Cement Concrete in Substructure complete as per approved Drawing and technical specifications as per MORT&H Nos. 1500, 1700 & 2200 VRCC M-25- - Substructure Bed blocks & backing walls.Bed blocks & backing walls20.00cum5,079.681 cum101594Over Piers Hammer head type138.00cum5,079.681 cum70099515Vibrated cement concrete in Open foundation complete as per Drawing and technical specifications as per MORT&H specification Nos. 1500, 1700 & 2100 VCC M-15- substructure for abutments & wing walls.183.00cum3,789.351 cum69345216Vibrated cement concrete in Open foundation complete as per Drawing and technical specifications as per MORT&H specification Nos. 1500, 1700 & 2100 VCC M-15- substructure for abutments & wing walls.195.00cum3,789.351 cum73892417Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) using 20 & 10 mm HBG Metal in superstructure including cost, and conveyance of all materials to site and all labour charge mechanically mixed as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD including contractors profit & Over head charges but excluding Steel , Seigonarage charges & VATT-beam girder slabs550.80cum5,079.681 cum279788618Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts of size 0.25X0.275m not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD.including contractors profit & Over head charges but excluding Seigonarage charges & VAT324.66Rm1,850.931 Rm60092319PCC M15 grade levelling course below approach slab complete as per approved drawing and technical specification as per MORT&H spn no.2700.231.75cum3,480.321 cum80656520Providing reinforced concrete Reinforced Cement Concrete M 30 grade ( Design Mix) approach slab using 0.05 tones/cum reinforcement and formwork complete as per drawing and technical specifications Clauses1500, 1600, 1700 & 2704 MORTH including contractors profit & Over head charges but excluding cost of Steel ,Seigonarage charges & VAT465.00cum4,400.201 cum20460921500, 1700 & 2100,---M-30-grade21Providing and laying cement concrete wearing coat M30 grade excluding reinforcement and fabrication charges complete as per approved drawing and technical specifications as per M.O.T.Drg.No.BD.1/69 as per MORT&H specification spn.1500, 1600, 1700, 2702.203.00cum4,474.921 cum90840822Supplying ,fitting and placing uncoated HYSD barreinforcement in super structure complete as per drawing approved and Technical Specifications as per MoRTH specification No.1600 & 2200 SUPER STRUCTURE.151.00MT44,467.111 MT671453423Supplying ,fitting and placing uncoated HYSD barreinforcement in sub structure complete as per drawing approved and Technical Specifications as per MoRTH specification No.1600 & 2200 SUB STRUCTURE.57.00MT43,720.871 MT249209024Supplying ,fitting and placing uncoated HYSD barreinforcement in foundations complete as per drawing approved and Technical Specifications as per MoRTH specification No.1600 & 2200 FOUNDATIONS.95.00MT43,622.561 MT414414325Providing rough stone revetment 225 mm thick using 225mm size rough stonevariety of all materials tosite, labour charges etc., complete as per MORD specification 1300 for rivetment33.32cum913.701 cum3044526Providing rough stone revetment 225 mm thick using 225mm size rough stonevariety of all materials tosite, labour charges etc., complete as per MOST specification Toe wall.12.00cum913.701 cum1096027Providing filter material underneath pitching in slopes complete as per MOST specification Nos.305, 309 & 2504.17.00cum480.021 cum816028Backfilling behind abutments, wing walls and returnwall complete as per drawing and technical as per MORT&H specification No.2200. CI 710.1.4 of IRC :78.165.14cum324.311 cum5355729Providing and laying of filter media with Granular materials /stone curshed aggregates satisfying the requirements laid down in clause 2054.2.2 of MORTH Specifications to a thickness of not lessthan 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications and as per MORT&H specification Nos.2200 and CI.710.1 .56.00cum1,571.251 cum8799030Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing and technical specifications and as per MORT&H specification No.2706 & 2200.115.20Rm235.071 RM27080ECV3911149731Suplying, fitting and fixing in position true to line and level elastomeric neoprene bearing confirming to IRC: 83 (Part-II ) ,section IX and Clause 2005 of MoRTH Specifications complete including all accessories as per approved drawing and Technical Specifications and MORTH Spn.2000 & 2200 size 630x220x61mm.54.00noLS31482032Drainage spouts complete as per drawing and technical specifications and as per drg no. BD/1-69A.36.00noLS3200033Providing Strip seal type expansion Joints as per manufactures specification including all labour charges etc.,complete85.00RmLS38000034Unforseen itemsLSTotal39838317Approved for Rs.396,80,338/-SdxxxEngineer-in-Chief,P.R, PMGSYHyderabad33Provision towards VAT @ 4%on39838317159353334Provision towards preparation of DPRL S2000035Provision for Pre survey estimate for drilling bores and sub-soil investigation and test resultsL S40000036Provision for Mastic padsL S8000037Provision to Pylon constructionL S5000038Variation in foundation levelsL S39Provision for earthen embankmentL S50000145.15040Provision to Painting to Railing and rounding offL S6248.00042038098435.56

SeigonarageCalculation of seionarage chargesS.NoItemQuantity (finished item)UnitRateAmountMaterialQty (collected)RateSeignorage Amount1Jungle clearenceSqm0.002E/w for widening using side earth0.00Cum0.00Earth0.0022.000.003E/w for widening using cartedearthCum0.00Earth0.0022.000.004GSB (66% gravel & 34% sand)0.00Cum0.00Gravel0.0022.000.00Sand040.000.005WBM Gr-II0.00Cum0.00Metal & stone dust0.0050.000.006WBM Gr-IIICum0.00Metal0.0050.000.007Prime coatSqm0.008Tack coatSqm0.009OGPCSqm0.00Metal0.0050.000.0010Seal CoatSqm0.00Metal0.0050.000.0011Gr Shoulders0.00Cum0.00Gravel0.0022.000.00Sand040.000.00CC pavement0.00Metal0.0050.000.00Sand0.0040.000.000.00CD WorksHigh level bridgeE/w3200.00Cum0.00Earth3200.0022.0070400.00PCC (1:3:6) for foundations83.88Cum0.00Metal75.4950.003775.00Sand37.7540.001510.00R.C.C M 20/25/302882.4600Metal2594.2150.00129711.00.Sand1297.1140.0051884.00PCC M152524.75Metal2019.8050.00100990.00Sand1211.8840.0048475.00Back filling with gravel182.14Gravel218.5722.004808.00Sand filling2310.00Sand2310.0040.0092400.00Rivetment45.32Metal54.3850.002719.00Filter media56.00Metal67.2050.003360.00Total Seignorage amount510032.00Approved for Rs.510032/-SdxxxEngineer-in-Chief,P.R, PMGSYHyderabad

Lead statement LEAD CHARGES(SSR 2010-11)PACKAGE NO : AP18 IX -LB O4NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span)Sl. No.ParticularsAverage LeadLead ChargesDed. StackingNet Cost of leadTotal Rate Per Cum1234556160-63 mm size HBG metal (IRC&MOST)15.00143.40143.40143.406250 - 55 mm size HBG metal (IRC&MOST)15.00143.40143.40143.407340-45 mm size HBG metal (IRC&MOST)15.00143.40143.40143.408422.40 mm size HBG metal (IRC&MOST)15.00143.40143.40143.409340-45 mm size HG M/Cmetal (IRC&MOST)15.00143.40143.40143.4010422.40 mm size HG M/C metal (IRC&MOST)15.00143.40143.40143.4011513.22 mm size HG M/C metal (IRC&MOST)15.00143.40143.40143.4012611.20 mm size HG M/C metal (IRC&MOST)15.00143.40143.40143.401375-7 mm sizeHG M/C metal (IRC&MORTH)15.00143.40143.40143.401482.36 mm to 5mm HG M/C15.00143.40143.40143.401582.36 mm down and Stone Dust15.00143.40143.40143.40169Gravel6.0066.0066.0066.001710Sand for blindage1.0021.5021.5021.501811Bitumen96.00288.00288.00288.001912Emulsion (SS - 1)96.00288.00288.00288.002013Emulsion (RS - 1)96.00288.00288.00288.00211440 mm size HBD metal (SS 5)37.00322.80322.80322.80221520 mm size HBD metal (SS 5)37.00322.80322.80322.80231612 mm size HBD metal (SS 5)37.00322.80322.80322.80241710 mm size HBD metal (SS 5)37.00322.80322.80322.802518Sand for Mortar1.0021.5021.5021.502619Rough stone SS revetment 225 mm th37.00322.80322.80322.802720Stone spalls (Grading I material )37.00322.80322.80322.8028211200 mm dia RCC NP3 pipes ( plain ended)85.0029221000 mm dia RCC NP3 pipes ( plain ended)85.00624.70624.70624.703023900 mm dia RCC NP3 pipes ( plain ended)85.00602.60602.60602.603124700 mm dia RCC NP3 pipes ( plain ended)85.00284.90284.90284.913225600 mm dia RCC NP3 pipes ( plain ended)85.00331.70331.70331.7133Certified that the above leads are correct and nearest to the work site to best of my knowledgeStacking for metal and Stone8.70Stacking for earth, Sand and gravel5.50Loading and Unloading for metal & Stone12.808.70Loading and Unloading forearth,Sand and gravel10.008.50

&L&"Arial,Bold"&11&C

&R&P

Materials StatementCOST OF MATERIALS (SSR-2010-11)PACKAGE NO : AP18 IX -LB O4NAME OF WORK :- Con.of bridge at 640m across Vottigedds on R/f Veeraghattam @ 87/8 km to Telgam (9 vents of 16.5m span)Sl. No.ParticularsInitial RateDed. StackingFinal IRBlasting chargesMachine crushing chargesSeignior-age chargesTotal Rate Per Cum123445687160-63 mm size HBG metal (IRC,MORTH & MORD)360.00360.0070.00430.006250 - 55 mm size HBG metal (IRC,MORTH & MORD)390.00390.0070.00460.007340-45 mm size HBG metal (IRC,MORTH & MORD)500.00500.0070.00570.008422.40 mm size HBG metal (IRC,MORTH & MORD)950.00950.0070.001020.009540-45 mm size HG M/C metal (IRC,MORTH & MORD)500.00500.0070.00125.00695.0010622.40 mm size HG M/C metal (IRC,MORTH & MORD)950.00950.0070.00237.501257.5011713.22 mm size HG M/C metal (IRC,MORTH & MORD)690.00690.0070.00172.50932.5012811.20 mm size HG M/C metal (IRC,MORTH & MORD)560.00560.0070.00140.00770.001395-7 mm size HG M/c metal (IRC&MORTH)430.00430.0070.00107.50607.5014102.36 mm to 5mm HBG M/C260.00260.0070.0065.00395.0015112.36 mm down and Stone Dust236.00236.00236.001612Gravel50.5050.5050.501713Sand for blindage70.0070.0070.001814Bitumen29772.0830962.9630962.961915Emulsion (SS - 1)22331.8123225.0823225.082016Emulsion (RS - 1)22815.3523727.9623727.96211740 mm size HBG metal (SS 5)500.00500.0070.00125.00695.00880.00221820 mm size HBG metal (SS 5)844.00844.0070.00211.001125.00231912 mm size HBG metal (SS 5)688.00688.0070.00172.00930.00242010 mm size HBG metal (SS 5)560.00560.0070.00140.00770.002521Rough stone 225 mm th SS revetment71.0071.0067.00138.002622Rough stone 300 mm th SS revetment95.0095.0067.00162.002723Stone spallsStone spalls (Grading I material )210.00210.0070.00280.002824Sand for Mortar220.00220.00220.002925Cement4600.004600.004600.003026Steel HYSD34500.0034500.0034500.003127Steel MS40000.0040000.0040000.0032281200 mm dia RCC NP3 pipes ( plain ended)33291000 mm dia RCC NP3 pipes ( plain ended)48854885.004885.003430900 mm dia RCC NP3 pipes ( plain ended)39203920.003920.003531700 mm dia RCC NP3 pipes ( plain ended)2370.002370.002370.003632600 mm dia RCC NP3 pipes ( plain ended)1915.001915.001915.0037331000 mm dia RCC NP3 collars866.00866.00866.003834900 mm dia RCC NP3 collars693.00693.00693.003935700 mm dia RCC NP3 collars594.00594.00594.004036600 mm dia RCC NP3 collars466.00466.00466.0041Certified that the materials are obtained from blastingCertified that the materials are obtained are Machine crushed

Conveyancelead charges of 2010-11MetalGravel & Sandpipes 1000pipes 900pipes 600pipes 700leadRate including CP & OHleadRate including CP & OHleadRateleadRateRateRate0.519.100.2521.500.5128.700.5106.600.560.900.567.70119.100.521.501128.701106.60160.90167.70226.70121.502128.702106.60260.90267.70340.20230.203128.703106.60360.90367.70448.80340.204128.704106.60460.90467.70557.40448.805128.705106.60560.90567.70666.00557.406134.906112.80663.70671.00774.60666.007141.107119.00766.50774.30883.20774.608147.308125.20869.30877.60991.80883.209153.509131.40972.10980.9010100.40991.8010159.7010137.601074.901084.2011109.0010100.4011165.9011143.801177.701187.5012117.6011109.0012172.1012150.001280.501290.8013126.2012117.6013178.3013156.201383.301394.1014134.8013126.2014184.5014162.401486.101497.4015143.4014134.8015190.7015168.601588.9015100.7016152.0015143.4016196.9016174.801691.7016104.0017160.6016152.0017203.1017181.001794.5017107.3018169.2017160.6018209.3018187.201897.3018110.6019177.8018169.2019215.5019193.4019100.1019113.9020186.4019177.8020221.7020199.6020102.9020117.2021195.0020186.4021227.9021205.8021105.7021120.5022203.6021195.0022234.1022212.0022108.5022123.8023212.2022203.6023240.3023218.2023111.3023127.1024220.8023212.2024246.5024224.4024114.1024130.4025229.4024220.8025252.7025230.6025116.9025133.7026238.0025229.4026258.9026236.8026119.7026137.0027246.6026238.0027265.1027243.0027122.5027140.3028255.2027246.6028271.3028249.2028125.3028143.6029263.8028255.2029277.5029255.4029128.1029146.9030272.4029263.8030283.7030261.6030130.9030150.2031279.6030272.4031289.9031267.8031133.7031153.5032286.8031279.6032296.1032274.0032136.5032156.8033294.0032286.8033302.3033280.2033139.3033160.1034301.2033294.0034308.5034286.4034142.1034163.4035308.4034301.2035314.7035292.6035144.9035166.7036315.6035308.4036320.9036298.8036147.7036170.0037322.8036315.6037327.1037305.0037150.5037173.3038330.0037322.8038333.3038311.2038153.3038176.6039337.2038330.0039339.5039317.4039156.1039179.9040344.4039337.2040345.7040323.6040158.9040183.2041351.6040344.4041351.9041329.8041161.7041186.5042358.8041351.6042358.1042336.0042164.5042189.8043366.0042358.8043364.3043342.2043167.3043193.1044373.2043366.0044370.5044348.4044170.1044196.4045380.4044373.2045376.7045354.6045172.9045199.7046387.6045380.4046382.9046360.8046175.7046203.0047394.8046387.6047389.1047367.0047178.5047206.3048402.0047394.8048395.3048373.2048181.3048209.6049409.2048402.0049401.5049379.4049184.1049212.9050416.4049409.2050407.7050385.6050186.9050216.2051423.6050416.4051413.9051391.8051189.7051219.5052430.8051423.6052420.1052398.0052192.5052222.8053438.0052430.8053426.3053404.2053195.3053226.1054445.2053438.0054432.5054410.4054198.1054229.4055452.4054445.2055438.7055416.6055200.9055232.7056459.6055452.4056444.9056422.8056203.7056236.0057466.8056459.6057451.1057429.0057206.5057239.3058474.0057466.8058457.3058435.2058209.3058242.6059481.2058474.0059463.5059441.4059212.1059245.9060488.4059481.2060469.7060447.6060214.9060249.2061495.6060488.4061475.9061453.8061217.7061252.5062502.8061495.6062482.1062460.0062220.5062255.8063510.0062502.8063488.3063466.2063223.3063259.1064517.2063510.0064494.5064472.4064226.1064262.4065524.4064517.2065500.7065478.6065228.9065265.7066531.6065524.4066506.9066484.8066231.7066269.0067538.8066531.6067513.1067491.0067234.5067272.3068546.0067538.8068519.3068497.2068237.3068275.6069553.2068546.0069525.5069503.4069240.1069278.9070560.4069553.2070531.7070509.6070242.9070282.2071567.6070560.4071537.9071515.8071245.7071285.5072574.8071567.6072544.1072522.0072248.5072288.8073582.0072574.8073550.3073528.2073251.3073292.1074589.2073582.0074556.5074534.4074254.1074295.4075596.4074589.2075562.7075540.6075256.9075298.7076603.6075596.4076568.9076546.8076259.7076302.0077610.8076603.6077575.1077553.0077262.5077305.3078618.0077610.8078581.3078559.2078265.3078308.6079625.2078618.0079587.5079565.4079268.1079311.9080632.4079625.2080593.7080571.6080270.9080315.2081639.6080632.4081599.9081577.8081273.7081318.5082646.8081639.6082606.1082584.0082276.5082321.8083654.0082646.8083612.3083590.2083279.3083325.1084661.2083654.0084618.5084596.4084282.1084328.4085668.4084661.2085624.7085602.6085284.9085331.7086675.6085668.4086630.9086608.8086287.7086335.0087682.8086675.6087637.1087615.0087290.5087338.3088690.0087682.8088643.3088621.2088293.3088341.6089697.2088690.0089649.5089627.4089296.1089344.9090704.4089697.2090655.7090633.6090298.9090348.2091711.6090704.4091661.9091639.8091301.7091351.5092718.8091711.6092668.1092646.0092304.5092354.8093726.0092718.8093674.3093652.2093307.3093358.1094733.2093726.0094680.5094658.4094310.1094361.4095740.4094733.2095686.7095664.6095312.9095364.7096747.6095740.4096692.9096670.8096315.7096368.0097754.8096747.6097699.1097677.0097318.5097371.3098762.0097754.8098705.3098683.2098321.3098374.6099769.2098762.0099711.5099689.4099324.1099377.90100776.4099769.20100717.70100695.60100326.90100381.20101783.60100776.40101723.90101701.80101329.70101384.50102790.80101783.60102730.10102708.00102332.50102387.80103798.00102790.80103736.30103714.20103335.30103391.10104805.20103798.00104742.50104720.40104338.10104394.40105812.40104805.20105748.70105726.60105340.90105397.70106819.60105812.40106754.90106732.80106343.70106401.00107826.80106819.60107761.10107739.00107346.50107404.30108834.00107826.80108767.30108745.20108349.30108407.60109841.20108834.00109773.50109751.40109352.10109410.90110848.40109841.20110779.70110757.60110354.90110414.20111855.60110848.40111785.90111763.80111357.70111417.50112862.80111855.60112792.10112770.00112360.50112420.80113870.00112862.80113798.30113776.20113363.30113424.10114877.20113870.00114804.50114782.40114366.10114427.40115884.40114877.20115810.70115788.60115368.90115430.70116891.60115884.40116816.90116794.80116371.70116434.00117898.80116891.60117823.10117801.00117374.50117437.30118906.00117898.80118829.30118807.20118377.30118440.60119913.20118906.00119835.50119813.40119380.10119443.90120920.40119913.20120841.70120819.60120382.90120447.20121927.60120920.40121847.90121825.80121385.70121450.50122934.80121927.60122854.10122832.00122388.50122453.80123942.00122934.80123860.30123838.20123391.30123457.10124949.20123942.00124866.50124844.40124394.10124460.40125956.40124949.20125872.70125850.60125396.90125463.70126963.60125956.40126878.90126856.80126399.70126467.00127970.80126963.60127885.10127863.00127402.50127470.30128978.00127970.80128891.30128869.20128405.30128473.60129985.20128978.00129897.50129875.40129408.10129476.90130992.40129985.20130903.70130881.60130410.90130480.20131999.60130992.40131909.90131887.80131413.70131483.501321006.80131999.60132916.10132894.00132416.50132486.801331014.001321006.80133922.30133900.20133419.30133490.101341021.201331014.00134928.50134906.40134422.10134493.401351028.401341021.20135934.70135912.60135424.90135496.701361035.601351028.40136940.90136918.80136427.70136500.001371042.801361035.60137947.10137925.00137430.50137503.301381050.001371042.80138953.30138931.20138433.30138506.601391057.201381050.00139959.50139937.40139436.10139509.901401064.401391057.20140965.70140943.60140438.90140513.201411071.601401064.40141971.90141949.80141441.70141516.501421078.801411071.60142978.10142956.00142444.50142519.801431086.001421078.80143984.30143962.20143447.30143523.101441093.201431086.00144990.50144968.40144450.10144526.401451100.401441093.20145996.70145974.60145452.90145529.701461107.601451100.401461002.90146980.80146455.70146533.001471114.801461107.601471009.10147987.00147458.50147536.301481122.001471114.801481015.30148993.20148461.30148539.601491129.201481122.001491021.50149999.40149464.10149542.901501136.401491129.201501027.701501005.60150466.90150546.201511143.601501136.401521150.801511143.601531158.001521150.801541165.201531158.001551172.401541165.201561179.601551172.401571186.801561179.601581194.001571186.801591201.201581194.001601208.401591201.201611215.601601208.401621222.801611215.601631230.001621222.801641237.201631230.001651244.401641237.201661251.601651244.401671258.801661251.601681266.001671258.801691273.201681266.001701280.401691273.201711287.601701280.401721294.801711287.601731302.001721294.801741309.201731302.001751316.401741309.201761323.601751316.401771330.801761323.601781338.001771330.801791345.201781338.001801352.401791345.201811359.601801352.401821366.801811359.601831374.001821366.801841381.201831374.001851388.401841381.201861395.601851388.401871402.801861395.601881410.001871402.801891417.201881410.001901424.401891417.201911431.601901424.401921438.801911431.601931446.001921438.801941453.201931446.001951460.401941453.201961467.601951460.401971474.801961467.601981482.001971474.801991489.201981482.002001496.401991489.202011503.602001496.402021510.802011503.602031518.002021510.802041525.202031518.002051532.402041525.202061539.602051532.402071546.802061539.602081554.002071546.802091561.202081554.002101568.402091561.202111575.602101568.402121582.802111575.602131590.002121582.802141597.202131590.002151604.402141597.202161611.602151604.402171618.802161611.602181626.002171618.802191633.202181626.002201640.402191633.202211647.602201640.402221654.802211647.602231662.002221654.802241669.202231662.002251676.402241669.202261683.602251676.402271690.802261683.602281698.002271690.802291705.202281698.002301712.402291705.202311719.602301712.402321726.802311719.602331734.002321726.802341741.202331734.002351748.402341741.202361755.602351748.402371762.802361755.602381770.002371762.802391777.202381770.002401784.402391777.202411791.602401784.402421798.802411791.602431806.002421798.802441813.202431806.002451820.402441813.202461827.602451820.402471834.802461827.602481842.002471834.802491849.202481842.002501856.402491849.202511863.602501856.402521870.802511863.602531878.002521870.802541885.202531878.002551892.402541885.202561899.602551892.402571906.802561899.602581914.002571906.802591921.202581914.002601928.402591921.202611935.602601928.402621942.802611935.602631950.002621942.802641957.202631950.002651964.402641957.202661971.602651964.402671978.802661971.602681986.002671978.802691993.202681986.002702000.402691993.202712007.602702000.402722014.802712007.602732022.002722014.802742029.202732022.002752036.402742029.202762043.602752036.402772050.802762043.602782058.002772050.802792065.202782058.002802072.402792065.202812079.602802072.402822086.802812079.602832094.002822086.802842101.202832094.002852108.402842101.202862115.602852108.402872122.802862115.602882130.002872122.802892137.202882130.002902144.402892137.202912151.602902144.402922158.802912151.602932166.002922158.802942173.202932166.002952180.402942173.202962187.602952180.402972194.802962187.602982202.002972194.802992209.202982202.003002216.402992209.203012223.603002216.403022230.803012223.603032238.003022230.803042245.203032238.003052252.403042245.203062259.603052252.403072266.803062259.603082274.003072266.803092281.203082274.003102288.403092281.203112295.603102288.403122302.803112295.603132310.003122302.803142317.203132310.003152324.403142317.203162331.603152324.403172338.803162331.603182346.003172338.803192353.203182346.003202360.403192353.203212367.603202360.403222374.803212367.603232382.003222374.803242389.203232382.003252396.403242389.203262403.603252396.403272410.803262403.603282418.003272410.803292425.203282418.003302432.403292425.203312439.603302432.403322446.803312439.603332454.003322446.803342461.203332454.003352468.403342461.203362475.603352468.403372482.803362475.603382490.003372482.803392497.203382490.003402504.403392497.203412511.603402504.403422518.803412511.603432526.003422518.803442533.203432526.003452540.403442533.203462547.603452540.403472554.803462547.603482562.003472554.803492569.203482562.003502576.403492569.203512583.603502576.403522590.803512583.603532598.003522590.803542605.203532598.003552612.403542605.203562619.603552612.403572626.803562619.603582634.003572626.803592641.203582634.003602648.403592641.203612655.603602648.403622662.803612655.603632670.003622662.803642677.203632670.003652684.403642677.203662691.603652684.403672698.803662691.603682706.003672698.803692713.203682706.003702720.403692713.203712727.603702720.403722734.803712727.603732742.003722734.803742749.203732742.003752756.403742749.203762763.603752756.403772770.803762763.603782778.003772770.803792785.203782778.003802792.403792785.203812799.603802792.403822806.803812799.603832814.003822806.803842821.203832814.003852828.403842821.203862835.603852828.403872842.803862835.603882850.003872842.803892857.203882850.003902864.403892857.203912871.603902864.403922878.803912871.603932886.003922878.803942893.203932886.003952900.403942893.203962907.603952900.403972914.803962907.603982922.003972914.803992929.203982922.004002936.403992929.20