SSRLEAD CHARGESCost of Materials, LabourEarth/Gravel/SandMetalloading10.0012.80Material Ratesunloading8.508.7060 to 63 mm IRC & MoRTH HBG metal360.00stacking5.508.7050 to 55 mm IRC & MoRTH HBG metal390.000.2550.00110.0040 to 45 mm IRC & MoRTH HBG metal500.000.575.00110.00Roughstone 300mm (HBG)for revetment136.001100.00120.00Roughstone 225mm (HBG)for revetment117.002106.00126.00SS Revetment work 225mm71.003112.00132.00SS Revetment work 300mm95.004118.00138.00SS Revetment work 450mm114.005124.00144.00Laterite for Revetment 225mm98.006130.00150.00Laterite for Revetment 300mm114.007136.00156.00Jeddy stone above 450mm to 600mm156.008142.00162.00Quarry spall(Field picked metal)Av. Of rate 25mm & 40mm39.759148.00168.00150 mm soling stone HBG metal82.0010154.00174.0040 to 45 mm IRC & MoRTH HBG M/C metal500.0011160.00180.0025 to 27 mm IRC & MoRTH HBG M/C metal830.0012166.00186.0019 to 22 mm IRC & MoRTH HBG M/C metal845.0013172.00192.0012 to 14 mm IRC & MoRTH HBG M/C metal690.0014178.00198.009.5 to 11.20 mm IRC & MoRTH HBG M/C metal560.0015184.00204.005 to 7 mm IRC & MoRTH HBG M/C metal430.0016190.00210.002.36 to 5 mm IRC & MoRTH HBG M/C metal234.0017196.00216.00HBG Stone chips 2.36mm and below225.0018202.00222.00Gravel56.0019208.00228.0040 mm SS-5 m/c HBG metal500.0020214.00234.0025 mm SS-5 m/c HBG metal830.0021219.00239.7520 mm SS-5 m/c HBG metal845.0022224.00245.5012 mm SS-5 m/c HBG metal690.0023229.00251.2510 mm SS-5 m/c HBG metal560.0024234.00257.006 mm SS-5 m/c HBG metal430.0025239.00262.75Sand for Mortar175.0026244.00268.50Sand for Filling60.0027249.00274.25HYSD Steel31500.0028254.00280.00Mild Steel32000.00January, 200929259.00285.75Cement4000.0030264.00291.50Mild Steel 6mm31000.0031268.80297.00Blasting charges32273.60302.50Blasting charges70.0033278.40308.00Blasting charges for rough stone67.0034283.20313.50Seigniorage charges35288.00319.00Metal45.0036292.80324.50Gravel/earth20.0037297.60330.00Sand36.0038302.40335.50Labour Rates39307.20341.00Mate188.0040312.00346.50Mazdoor skilled193.4041316.80352.00Mazdoor unskilled146.0042321.60357.50Machinery Rates43326.40363.00Dozer 80 HP for spreading @ 200 cum per hour2760.0044331.20368.50Motor grader 3.35M Blade @50 cum/Hr2600.0045336.00374.00Hydralic excavator2250.0046340.80379.50Front end loader 1 cum capacity1320.0047345.60385.00Tipper 5 cum575.0048350.40390.50Vibratory roller 8T1550.0049355.20396.00smooth wheeled roller 8 Ton540.0050360.00401.50Water tanker 6 KL345.0051364.60406.50Tractor345.0052369.20411.50Tractor with Rotavator345.0053373.80416.50Tractor with ripper attachment @ 60 cum per hour345.0054378.40421.50Air compressor 250 cfm370.0055383.00426.50Wet mix plant of 60 tonne hr. capacity1320.0056387.60431.50Mechanical broom @ 1250 sqm/hr.290.0057392.20436.50Bitumen pressure distributor @1750 sqm/hr940.0058396.80441.50Emulsion pressure distributor @1750 sqm/hr690.0059401.40446.50Hot mix plant 40 to 60 TPH15525.0060406.00451.50Mechanical Paver finisher 100 TPH1090.0061410.60456.50Hydraulic self propelled chip spreader @ 1500 sqm/hr.2070.0062415.20461.50Finish rolling with 6-8 tonne smooth wheeled tandem roller.1320.0063419.80466.50Pneumatic road Roller1035.0064424.40471.50GSB Plant 50 Cum920.0065429.00476.50Generator 250 KVA1550.0066433.60481.50Generator set 125 KVA1090.0067438.20486.50Generator set 35 KVA620.0068442.80491.50Concrete mixer 0.4/0.28 cum345.0069447.40496.50Tipper 5.50 cum capacity per 10 Tonnes per tkm4.5070452.00501.50Tipper 5 cum capacity for Soil, GSB, WMM, Hot mix4.5071456.60506.50Plate compactor/Power rammer40.0072461.20511.5073465.80516.5074470.40521.5075475.00526.5076479.60531.5077484.20536.5078488.80541.5079493.40546.5080498.00551.5081502.40556.2582506.80561.0083511.20565.7584515.60570.5085520.00575.2586524.40580.0087528.80584.75Tipper 10Tonne capacity for carriage of stone88533.20589.50chips from stock pile on road side to chip89537.60594.25spreader90542.00599.0091546.40603.7592550.80608.5093555.20613.2594559.60618.0095564.00622.7596568.40627.5097572.80632.2598577.20637.0099581.60641.75100586.00646.50101590.20651.00102594.40655.50103598.60660.00104602.80664.50105607.00669.00106611.20673.50107615.40678.00108619.60682.50109623.80687.00110628.00691.50111632.20696.00112636.40700.50113640.60705.00114644.80709.50115649.00714.00116653.20718.50117657.40723.00118661.60727.50119665.80732.00120670.00736.50121674.20741.00122678.40745.50123682.60750.00124686.80754.50125691.00759.00126695.20763.50127699.40768.00128703.60772.50129707.80777.00130712.00781.50131716.20786.00132720.40790.50133724.60795.00134728.80799.50135733.00804.00136737.20808.50137741.40813.00138745.60817.50139749.80822.00140754.00826.50141758.20831.00142762.40835.50143766.60840.00144770.80844.50145775.00849.00146779.20853.50147783.40858.00148787.60862.50149791.80867.00150796.00871.50

InfoABOUT ESTIMATE1Name of the workMtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.2Names of the roads1Sivakodu - Manepalli road from km 0/0 to 13/6752Rajavaram - Podalada road from km 59/6 to 61/4253Tatipaka - Tatipakamatam road from km 0/0 to 2/04Razole - Ponnamanda road from km 0/0 to 11/3505Mulikipalli - Gogannamatam road from km 0/0 to 7/4673SectionAsst. Executive Engineer (R&B),R&B Section : Razole4Sub - DivisionDeputy Executive Engineer (R&B),R&B Sub-division : Razole5DivisionExecutive Engineer (R&B),R&B Division : Amalapuram6CircleSuperintending Engineer (R&B),R&B Circle : Kakinada

CovROADS & BUILDINGS DEPARTMENTMAINTENANCE FOR THE YEAR 2012-2013Name of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Estmate Amount :693000R&B Section : RazoleR&B Sub-division : RazoleR&B Division : AmalapuramR&B Circle : KakinadaEAST GODAVARI DISTRICT

RepSpecification report accompany the Estimate for the work ofMtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Amount of Estimate :693000The roads (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 are important Major District roads in East Godavari District in the jurisidiction of (R&B) Section, Razole of (R&B) Sub-division, Razole.NECESSITY:These roads connects number of villages and number of R&B roads and heavy intensity of traffic flows on these roads as the public of all the villages travels on this road. Hence it is very much necessary to maintain all these roads pothole free and traffic worthy for the year 20012-13.AUTHORITY:The Govt. of A.P vide G.O.Ms.No. 132 Dt. 22-06-2005 has communicated guide lines for mtc. of Roads.The following specifications / provisions are adopted in the estimate.1Providing BT patch work with 40mm HBG and 9.50-11.20mm HBG chips2Providing WBM patch work with 40-45mm HBG metal2Providing patch work with Wet Mix Macadam3Sectioning of Berms, Removing High berms, Filling low berms and Scours with gravel etc.4Jungle clearance from the road embankment.5Repairs and Painting to culverts.6Fixing of missing KM & HM stones and Guard stones7Other provisions such as painting KM, HM, Guard stones etc.8Provision for VAT9Provision for Technical Agents10Provision for insurance Premium11Provision for price adjustment12Provision for D.T.P. Charges, Xerox charges, Advertisement charges, Car hire charges and other unforeseen itemsRATES:The rates are worked out based on Circular Memo No.Maintenance/EE(TEC) /TA.13/AE.4/2006, dt.18.03.2006 of Chief Engineer (R&B). Roads and current common SSR for the year 2008 - 2009 duly adopting nearest approved quarries. Seigniorage charges are actually payable to the Mines and Geology department. Hence, necessary provision is made in the estimate. Provision for VAT is shown separately in the estimate as per G.O.Ms No 141, T(R&B) Dept., Dt 27.07.2006.The work will be carried out as per standard specifications of MORT&H, APSS, circulars and latest G.O's communicated from time to time.Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : Amalapuram

EligibilityCheckslip accompanying the detailed estimate for Road Maintenance worksfor the year 2009-20101)Sub-Division:(R&B) East Sub-division, Kakinada.2)Section:(R&B) Section, Pithapuram.Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.1)Sub-Division:(R&B) Sub Division, Razole2)Section:(R&B) Section, Razole3)Name of the Road:Sivakodu - Manepalli road from km 0/0 to 13/6754)Classification:M.D.R.5)Length of the road:13.675 Kms.6)Road width:S.L. :I.L. : 12.937 kmsD.L. :0.738 kms7)Surface of the road:C.C. :--B.T. : 13.675 kmsWBM :--UM: --8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be noted------for last two years)9)Amount required as per KM war rate vide G.O. Ms. No. 132 T,R&B Dept., dt.22.6.2005LengthKM warAmountin Kms.rate per KMrequiredA) B.T. Roada) Single Lane---12000---b) Double Lane / Other Multi lane-----Intermediate Lane12.93713500174650Double Lane0.7381500011070B) WBM / Gravel / Other Roads---6000---TOTAL185720ADD 50 %92860Total Amount including 50% extra for Amalapuram Division27858010)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.1)Sub-Division:(R&B) Sub Division, Razole2)Section:(R&B) Section, Razole3)Name of the Road:Rajavaram - Podalada road from km 59/6 to 61/4254)Classification:M.D.R.5)Length of the road:1.825 Kms.6)Road width:S.L. : - 1.825 KmsI.L. :--D.L. :--7)Surface of the road:C.C. :--B.T. : 1.825 Kms.WBM :--UM: --8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be noted------for last two years)9)Amount required as per KM war rate vide G.O. Ms. No. 132 T,R&B Dept., dt.22.6.2005LengthKM warAmountin Kms.rate per KMrequiredA) B.T. Roada) Single Lane---12000---b) Double Lane / Other Multi lane1.8251500027375B) WBM / Gravel / Other Roads---6000---TOTAL27375ADD 50 %13688Total Amount including 50% extra for Amalapuram Division4106310)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.1)Sub-Division:(R&B) Sub Division, Razole2)Section:(R&B) Section, Razole3)Name of the Road:Tatipaka - Tatipakamatam road from km 0/0 to 2/04)Classification:M.D.R.5)Length of the road:2 Kms.6)Road width:S.L. : 2.000 KmsI.L. :--D.L. :--7)Surface of the road:C.C. :--B.T. : 2.000 Kms.WBM :--UM: --8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be noted---------for last two years)9)Amount required as per KM war rate vide G.O. Ms. No. 132 T,R&B Dept., dt.22.6.2005LengthKM warAmountin Kms.rate per KMrequiredA) B.T. Roada) Single Lane21200024000b) Double Lane / Other Multi lane---15000---B) WBM / Gravel / Other Roads---6000---TOTAL24000ADD 50 %12000Total Amount including 50% extra for Amalapuram Division3600010)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.1)Sub-Division:(R&B) Sub Division, Razole2)Section:(R&B) Section, Razole3)Name of the Road:Razole - Ponnamanda road from km 0/0 to 11/3504)Classification:M.D.R.5)Length of the road:11.350 Kms.6)Road width:S.L. : 11.350 kmI.L. :--D.L. :--7)Surface of the road:C.C. :--B.T. : 11.35 Kms.WBM :--UM: --8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be noted---------for last two years)9)Amount required as per KM war rate vide G.O. Ms. No. 132 T,R&B Dept., dt.22.6.2005LengthKM warAmountin Kms.rate per KMrequiredA) B.T. Roada) Single Lane11.3512000136200b) Double Lane / Other Multi lane---15000---B) WBM / Gravel / Other Roads---6000---TOTAL136200ADD 50 %68100Total Amount including 50% extra for Amalapuram Division20430010)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.1)Sub-Division:(R&B) Sub Division, Razole2)Section:(R&B) Section, Razole3)Name of the Road:Mulikipalli - Gogannamatam road from km 0/0 to 7/44)Classification:M.D.R.5)Length of the road:7.400 Kms.6)Road width:S.L. : - 7.400 KmsI.L. : ---D.L. : ---7)Surface of the road:C.C. : 0.200 kmsB.T. : 7.200 Kms.WBM : ---UM:8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be noted---------for last two years)9)Amount required as per KM war rate vide G.O. Ms. No. 132 T,R&B Dept., dt.22.6.2005LengthKM warAmountin Kms.rate per KMrequiredA) B.T. Roada) Single Lane7.41200088800b) Double Lane / Other Multi lane---15000---B) WBM / Gravel / Other Roads---6000---TOTAL88800ADD 50 %44400Total Amount including 50% extra for Amalapuram Division13320010)Any other Remarks:ABSTRACTName of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Sl. No.Name of the roadClassifi-cationEligibility amount as per G.O. (including 50% Addl. Grant)Restricted to 75% amount1Sivakodu - Manepalli road from km 0/0 to 13/675M.D.R.278580---2Rajavaram - Podalada road from km 59/6 to 61/425M.D.R.41063---3Tatipaka - Tatipakamatam road from km 0/0 to 2/0M.D.R.36000---4Razole - Ponnamanda road from km 0/0 to 11/350M.D.R.204300---5Mulikipalli - Gogannamatam road from km 0/0 to 7/4M.D.R.133200-----TOTAL693143---Restricted toOr SayRs 6,93,000 /---Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : Razole

CheckslipSchedule of provisions provided in the Maintenance estimate as per G.O.Ms. No.132, T(R&B) Dept., Dt.22.06.2005Name of the road:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Eligible amount:693000Sl. No.Details of Provision%age of amount as per G.O.Amount provided in the estimate (in Rs.)%age of amount provided in the estimateaB.T. Pot hole filling B.T. edge repairs, (and other itmes on B.T. Cariageway such as crack sealing, minor surface repair, etc.,)55% to 65%57704183.27%bUnpaved shoulder repair (Berms) / Surface drains maintenance / including gravelling berms7% to 13%319154.61%cJungle clerance / tree and shrub trimming4% to 6%100001.44%dCulvert repairs / vents maintenance / parapet wall repairs / retaining wall repair, etc.,5% to 9%91691.32%eBridge repairs including expansion joints / bearings / parapets, etc.,2% to 4%00.00%fSign maintenance / guard stones maintenance / painting KM / HM stones7% to 13%287714.15%gOther Items (RCC pipes)4% to 6%--------65689694.79%hProvision for VAT @ 4%26500iProvision for Technical agents2000jProvision for Insurance Premium2000kProvision for Price Adjustment5000lUnforeseen items such as DTP charges, Xerox charges, etc.604693000Note :The total of all the above items shall not exceed the Kilometrage rates. The percentage of individual items can be diverted to other fruitful needy items only ofter completing the particular item in full.Estimate Value shall be restricted to 75% of the amount arrived based on KM War rates of the G.O.Any other Remarks:Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : Amalapuram

D-A-Est.DETAILED CUM ABSTACT ESTIMATEName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Sl. NoDescription of itemNoLengthBreadthDepthQuantityRate / perAmount1234567891Providing B.T. patch work with 40-45 mm HBG metal using 80/100 Grade Bitumen at 42Kgs / 1Cum including cost of materials and cost of Bitumen and labour charges for all operations such as trimming the edges of the pot holes, cleaning the surface, applying tack coat with hot Bitumen, carrying and spreading stone ballast by hand tamping with rammers, spreading Bitumen to the required consistency including fuel charges for heating Bitumen and hire and all other incidental charges and operations charges of Bitumen boiler, etc., complete for finished item of work.As per separate sheet enclosed72.003,540.00254,880.00254,880.00Cum./ 1 Cum.2Providing B.T. patch work with 9.50-11.20 mm HBG machine crushed chips using 80/100 Grade Bitumen at 72Kgs / 1Cum including cost of materials and cost of Bitumen and labour charges for all operations such as trimming the edges of the pot holes, cleaning the surface, applying tack coat with hot Bitumen, carrying and spreading stone ballast by hand tamping with rammers, spreading Bitumen to the required consistency including fuel charges for heating Bitumen and hire and all other incidental charges and operations charges of Bitumen boiler, etc., complete for finished item of work.As per separate sheet enclosed51.005,131.00261,681.00261,681.00Cum./ 1 Cum.3Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision) for finished item of work.As per separate sheet enclosed36.001,680.0060,480.0060,480.00Cum./ 1 Cum.577,041.00577,041.004Stripping the excess soil from the shoulder surface / Making up loss of material / irregularities on the shoulder to the design level by adding fresh approved soil and compacting with appropriate equipment for sectioning the berms / shoulders as per MORT&As per separate sheet enclosed15003.004,500.004,500.00Sqm./ 1 Sqm.5Earthwork excavation and depositing on banks with an initial lead of 10 mts. and initial lift of 2 mts. in loamy and clayey soils like black cotton soils, red earth and ordinary gravel etc., complete for cutting high berms and filling low berms.As per separate sheet enclosed10.0059.50595.00595.00Cum/ 1 Cum6Providing gravel irrespective of thickness in layers including cost of gravel, spreading, watering and rolling with hand roller etc., complete.As per separate sheet enclosed45.00596.0026,820.0026,820.00Cum/ 1 Cum31,915.0031,915.007Clearing light Jungle / Scrub Jungle from berms of the road embankmentAs per separate sheet enclosed50002.0010,000.0010,000.0010,000.00Sqm./ 1 Sqm.8Brick Masonry in CM (1:8) using 2nd class bricks having a crushing strength of 35 kgs / sqm including cost, conveyance and seigniorage of all materials, labour charges, etc., complete as per standard specifications for finished item of workAs per separate sheet enclosed3.002,561.007,683.007,683.00CumCum9Plastering 12mm thick in CM (1:5) including cost, conveyance and seigniorage charges of all materials including labour charges, etc., complete as per standard specifications for finished item of workAs per separate sheet enclosed20743.001,486.001,486.00Sqm.10 Sqm9,169.009,169.0010Cost and supply and fixing of KM stone of size 1.10M x 0.37M x 0.25M using R.C.C. (1:2:4) mix using 20mm size HBG MC chips and 5.50 Kgs of steel its fabrication charges & conveyance to site at different places where ever necessary including cost and conveyance of all materials to work etc., complete.As per separate sheet enclosed2.00786.001,572.001,572.00Nos./ each11Cost and supply and fixing of HM stone of size 0.90M x 0.20M x 0.20M using R.C.C. (1:2:4) mix using 20mm size HBG MC chips and 3.31 Kgs of steel its fabrication charges & conveyance to site at different places where ever necessary including cost and conveyance of all materials to work site etc., complete.As per separate sheet enclosed3.00357.001,071.001,071.00Nos./ each12Cost, supply and fixing of Guide stones of size 1.20M x 0.20M x 0.20M using V.R.C.C (1:2:4) mix using 20mm size SS 5 HBG MC chips and 3.737 kgs of Steel and its fabrication charges and conveyance to different places including digging pit of size 0.45 x 0.45m 0.50M & fixing the stone in position with C.C. (1:5:10) mix with 40mm size HBG metal in bottom 100MM thick and arranged the stone & including cost and conveyance of all materials to work site etc., complete.As per separate sheet enclosed20.00655.0013,100.0013,100.00Nos./Each13White washing two coats with best shell sime slaked and screened from approved source including cost and conveyance of shell lime, gum, gangi water, pickley peace juce, etc., complete for finished item of work as directed by the Engineer-in-Charge.As per separate sheet enclosed800.0057.004,560.004,560.00Sqm10 Sqm14Providing Synthetic Enamel Paint Single coat including cost of Paint, conveyance to site and labour charges for all operations viz., cleaning, washing, painting etc., complete for finished item of workAs per separate sheet enclosed210.00258.005,418.005,418.00Sqm./ 10 Sqm.15Painting letters and figures of size 5to 8 and 8 to 10 cm with synthetic enamel paint on 5th km, km, HM and guide stones and village pedestals etc. complete.As per separate sheet enclosed1,525.002.003,050.003,050.00NosEach28,771.0028,771.00-656,896.00656,896.0016Provosion for VAT @ 4%26,500.0026275.8417Provision for technical agents2,000.0018Provision for Insurance premium2,000.00692,396.0019Provision for Price Adjustment5,000.0035,500.0020Unforeseen items such as DTP charges, Xerox charges, Advt. charges, Car hire charges etc.604.00814750Total693,000.00604.00Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : Amalapuram

Leads (2)LEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.-:oOo:-Sivakodu - Manepalli road from km 0/0 to 13/675Reach proposed in the present estimate:km0/000to13/675=13.675kmsCentre KM of the Working Reach=0.000 + (13.675 -0.000)/26.838kms=6.838K.M.A) For HBG metal:HBGmetal from Katheru quarrya) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsWorking K.M.6.838K.M.=6.838kmsc) Total lead=74.899kmsOr say:75.000kms39B) For Gravel:Gravel from Kadium Quarrya) Cart track length ==0.000kms55.600b) Metalled road length:4.600Quarry at Kadium Quarry60.200From km55/600to60/200ofKakinada - Rajahmundry Road=4.600kmsFrom km183/200to156/595ofNH 5=26.605kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsWorking K.M.6.838K.M.=6.838kmsc) Total lead=65.499kmsOr say:65.000kms4018C) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to58/250ofRajavaram - Podalada Road=9.178kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsWorking K.M.6.838K.M.=6.838kms6.838Total lead=17.267kmsOr say:17.000kms17.00013E) For Bitumen & Emulsion :a) Lead from ex-factory atVisakhapatnam Refineryb) Metalled road length:From km/to/ofRefinery to V-V road (NH.5)=1.600kmsFrom km/to/ofVisakhapatnam - Kathipudi=120.600kmsFrom km/to/ofKathipudi - Amalapuram road=96.300kmsFrom km/to/ofA.B road upto Ambajipeta=7.270kmsFrom km/to/ofA.G. road=6.595kmsFrom km49/200to58/250ofRajavaram - Podalada Road=9.050kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsWorking K.M.6.838K.M.=6.838kmsc) Total lead=249.194kmsOr say:249.000kms145Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.-:oOo:-Rajavaram - Podalada road from km 59/600 to 61/425Reach proposed in the present estimate:km59/600to61/425=1.825kmsCentre KM of the Working Reach=0.000 + (61.425 -59.600)/20.913kms=0.913K.M.A) For HBG metal:HBGmetal from Rayavaram quarrya) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km59/600to31/735ofNH 5 to RP road=27.865kmsWorking K.M.=0.913kmsc) Total lead=69.383kmsOr say:69.000kmsB) For gravel:Gravel from Kadium Quarrya) Cart track length ==0.000kmsb) Metalled road length:Quarry at Kadium QuarryFrom km55/600to60/200ofKakinada - Rajahmundry Road=4.600kmsFrom km183/200to156/595ofNH 5=26.605kmsFrom km59/600to31/735ofNH 5 to RP road=27.865kmsWorking K.M.=0.913kmsc) Total lead=59.983kmsOr say:60.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to59/600ofRajavaram - Podalada Road=10.528kmsWorking K.M.=0.913kmsc) Total lead=11.751kmsOr say:12.000kmsD) For Bitumen & Emulsion :a) Lead from ex-factory atVisakhapatnam Refineryb) Metalled road length:From km/to/ofRefinery to V-V road (NH.5)=1.600kmsFrom km/to/ofVisakhapatnam - Kathipudi=120.600kmsFrom km/to/ofKathipudi - Amalapuram road=96.300kmsFrom km/to/ofA.B road upto Ambajipeta=7.270kmsFrom km/to/ofA.G. road=6.595kmsFrom km49/200to59/600ofRajavaram - Podalada Road=10.400kmsWorking K.M.=0.913kmsAdd lead for the center of reach=243.678kmsOr say:243.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.-:oOo:-Tatipaka - Tatipakamatam road from km 0/0 to 2/0Reach proposed in the present estimate:km0/0to2/000=2.000kmsCentre KM of the Working Reach=0.000 + (2.000 - 0.000)/21.000kms=1.000K.M.A) For HBG metal:HBGmetal from Katheru quarrya) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to13/000ofS M road=0.675kmsWorking K.M.1.000K.M.=1.000kmsc) Total lead=69.736kmsOr say:69.000kmsB) For gravel:Gravel from Kadium Quarrya) Cart track length ==0.000kmsb) Metalled road length:Quarry at Kadium QuarryFrom km55/600to60/200ofKakinada - Rajahmundry Road=4.600kmsFrom km183/200to156/595ofNH 5=26.605kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to13/000ofS M road=0.675kmsWorking K.M.1.000K.M.=1.000kmsc) Total lead=60.336kmsOr say:60.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to58/250ofRajavaram - Podalada Road=9.178kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to13/000ofS M road=0.675kmsWorking K.M.1.000K.M.=1.000kms1.000c) Total lead=12.104kmsOr say:12.000kmsD) For Bitumen & Emulsion :a) Lead from ex-factory atVisakhapatnam Refineryb) Metalled road length:From km/to/ofRefinery to V-V road (NH.5)=1.600kmsFrom km/to/ofVisakhapatnam - Kathipudi=120.600kmsFrom km/to/ofKathipudi - Amalapuram road=96.300kmsFrom km/to/ofA.B road upto Ambajipeta=7.270kmsFrom km/to/ofA.G. road=6.595kmsFrom km49/200to58/250ofGannavaram to Chakalipalem=9.050kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to13/000ofS M road=0.675kmsWorking K.M.1.0000=1.000kmsAdd lead for the center of reach=244.031kmsOr say:244.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.-:oOo:-Razole - Ponnamanada road from km 0/0 to 11/350Reach proposed in the present estimate:km0/000to11/350=11.350kmsCentre KM of the Working Reach=0.000 + (0.000 -11.350)/25.675kms=5.675K.M.A) For HBG metal:a) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to8/700ofS M road=4.975kmsWorking K.M.5.675=5.675kmsc) Total lead=78.711kmsOr say:78.000kmsB) For Gravel:Gravel from Kadium Quarrya) Cart track length ==0.000kmsb) Metalled road length:Quarry at Kadium QuarryFrom km55/600to60/200ofKakinada - Rajahmundry Road=4.600kmsFrom km183/200to156/595ofNH 5=26.605kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to8/700ofS M road=4.975kmsWorking K.M.5.675=5.675kmsc) Total lead=69.311kmsOr say:69.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to58/250ofRajavaram - Podalada Road=9.178kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to8/700ofS M road=4.975kmsWorking K.M.5.675=5.675kms5.675Total lead=21.079kmsOr say:21.000kms21.000E) For Bitumen & Emulsion :a) Lead from ex-factory atVisakhapatnam Refineryb) Metalled road length:From km/to/ofRefinery to V-V road (NH.5)=1.600kmsFrom km/to/ofVisakhapatnam - Kathipudi=120.600kmsFrom km/to/ofKathipudi - Amalapuram road=96.300kmsFrom km/to/ofA.B road upto Ambajipeta=7.270kmsFrom km/to/ofA.G. road=6.595kmsFrom km49/200to58/250ofGannavaram to Chakalipalem road=9.050kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to8/700ofS M road=4.975kmsWorking K.M.5.675=5.675kmsc) Total lead=253.006kmsOr say:253.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.-:oOo:-Mulikipalli - Gogannamatam road from km 0/0 to 7/4Reach proposed in the present estimate:km0/000to7/400=7.400kmsCentre KM of the Working Reach=0.000 + (0.000 -11.350)/23.700kms=3.700K.M.A) For HBG metal:a) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to6/600ofS M road=7.075kmsWorking K.M.3.700=3.700kmsc) Total lead=78.836kmsOr say:79.000kmsB) For Gravel:Gravel from Kadium Quarrya) Cart track length ==0.000kmsb) Metalled road length:Quarry at Kadium QuarryFrom km55/600to60/200ofKakinada - Rajahmundry Road=4.600kmsFrom km183/200to156/595ofNH 5=26.605kmsFrom km58/250to31/735ofNH 5 to RP road=26.515kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to6/600ofS M road=7.075kmsWorking K.M.3.700=3.700kmsc) Total lead=69.436kmsOr say:69.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to58/250ofRajavaram - Podalada Road=9.178kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to6/600ofS M road=7.075kmsWorking K.M.3.700=3.700kms3.700Total lead=21.204kmsOr say:21.000kms21.000E) For Bitumen & Emulsion :a) Lead from ex-factory atVisakhapatnam Refineryb) Metalled road length:From km/to/ofRefinery to V-V road (NH.5)=1.600kmsFrom km/to/ofVisakhapatnam - Kathipudi=120.600kmsFrom km/to/ofKathipudi - Amalapuram road=96.300kmsFrom km/to/ofA.B road upto Ambajipeta=7.270kmsFrom km/to/ofA.G. road=6.595kmsFrom km49/200to58/250ofGannavaram to Chakalipalem road=9.050kmsFrom km/to/ofKadali Irrigation channel road=0.941kmsFrom km13/675to6/600ofS M road=7.075kmsWorking K.M.3.700=3.700kmsc) Total lead=253.131kmsOr say:253.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : Amalapuram

RMR(Metals)R.M.RName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Sivakodu - Manepalli road from km 0/0 to 13/675Sl. NoName of the materialNature of the materialSourceLead in Km.Convey-ance (excl. stacking)Initial rate less stacking chargesBlasting charges25% for M/CSegnior-age chargesNet rate (excluding stacking charges)Per123456789101112140 mm to 45 mm IRC metalHBGkatheru75517.80491.3070.00--50.001,129.10Cum240 mm to 45 mm IRC metal for patchworkHBG" "75526.50491.3070.00--50.001,137.80Cum325 mm to 27 mm IRC m/c metalHBG" "75517.80821.3070.00205.3350.001,664.43Cum419 mm to 22 mm IRC m/c metalHBG" "75517.80836.3070.00209.0850.001,683.18Cum512 mm to 14 mm IRC m/c metalHBG" "75517.80681.3070.00170.3350.001,489.43Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "75517.80551.3070.00137.8350.001,326.93Cum79.50mm to 11.2mm IRC m/c metal for patchworkHBG" "75526.50551.3070.00137.8350.001,335.63Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "75517.80421.3070.00105.3350.001,164.43Cum92.36 to 5mm IRC m/c metalHBG" "75517.80225.3070.0056.3350.00919.43Cum7HBG Stone chips 2.36mm and belowHBG" "75517.80216.30----50.00784.10Cum840 mm SS-5 metalHBG" "75517.80491.3070.00122.8350.001,251.93Cum920 mm SS-5 metalHBG" "75517.80836.3070.00209.0850.001,683.18Cum10GravelGravelKadium65423.5050.50----22.00496.00Cum11Sand (for Mortar)SandP. Gannavaram17190.50169.50----40.00400.00Cum12Bitumen Emulsion Medium setting (Bulk)Visakhapatnam249747.00----------MT(ED 14.42%)(VAT 4%)13Bitumen 80/100 Grade (Bulk)Visakhapatnam249747.0033,060.004,767.251,513.09--40,087.34MT1891.3626(ED 14.42%)(VAT 4%)For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012R.M.RName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Rajavaram - Podalada road from km 59/6 to 61/425Sl. NoName of the materialNature of the materialSourceLead in Km.Convey-ance (excl. stacking)Initial rate less stacking chargesBlasting charges25% for M/CSegnior-age chargesNet rate (excluding stacking charges)Per123456789101112140 mm to 45 mm IRC metalHBGkatheru69487.80491.3070.00--50.001,099.10Cum240 mm to 45 mm IRC metal for patchworkHBGkatheru69496.50491.3070.00--50.001,107.80Cum325 mm to 27 mm IRC m/c metalHBG" "69487.80821.3070.00205.3350.001,634.43Cum419 mm to 22 mm IRC m/c metalHBG" "69487.80836.3070.00209.0850.001,653.18Cum512 mm to 14 mm IRC m/c metalHBG" "69487.80681.3070.00170.3350.001,459.43Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "69487.80551.3070.00137.8350.001,296.93Cum79.50mm to 11.2mm IRC m/c metal for patchworkHBG" "69496.50551.3070.00137.8350.001,305.63Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "69487.80421.3070.00105.3350.001,134.43Cum92.36 to 5mm IRC m/c metalHBG" "69487.80225.3070.0056.3350.00889.43Cum7HBG Stone chips 2.36mm and belowHBG" "69487.80216.30----50.00754.10Cum840 mm SS-5 metalHBG" "69487.80491.3070.00122.8350.001,221.93Cum920 mm SS-5 metalHBG" "69487.80836.3070.00209.0850.001,653.18Cum10GravelGravelKadium60400.5050.50----22.00473.00Cum11Sand (for Mortar)SandP. Gannavaram12160.50169.50----40.00370.00Cum12Bitumen Emulsion Medium setting (Bulk)Visakhapatnam243729.00----------MT(ED 14.42%)(VAT 4%)13Bitumen 80/100 Grade (Bulk)Visakhapatnam243729.0039,718.005,727.341,817.81--47,992.15MT(ED 14.42%)(VAT 4%)For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012R.M.RName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Tatipaka - Tatipakamatam road from km 0/0 to 2/0Sl. NoName of the materialNature of the materialSourceLead in Km.Convey-ance (excl. stacking)Initial rate less stacking chargesBlasting charges25% for M/CSegnior-age chargesNet rate (excluding stacking charges)Per123456789101112140 mm to 45 mm IRC metalHBGkatheru69487.80491.3070.00--50.001,099.10Cum240 mm to 45 mm IRC metal for patchworkHBG" "69496.50491.3070.00--50.001,107.80Cum325 mm to 27 mm IRC m/c metalHBG" "69487.80821.3070.00205.3350.001,634.43Cum419 mm to 22 mm IRC m/c metalHBG" "69487.80836.3070.00209.0850.001,653.18Cum512 mm to 14 mm IRC m/c metalHBG" "69487.80681.3070.00170.3350.001,459.43Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "69487.80551.3070.00137.8350.001,296.93Cum79.50mm to 11.2mm IRC m/c metal for patchworkHBG" "69496.50551.3070.00137.8350.001,305.63Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "69487.80421.3070.00105.3350.001,134.43Cum92.36 to 5mm mm IRC m/c metalHBG" "69487.80225.3070.0056.3350.00889.43Cum10HBG Stone chips 2.36mm and belowHBG" "69487.80216.30----50.00754.10Cum1140 mm SS-5 metalHBG" "69487.80491.3070.00122.8350.001,221.93Cum1220 mm SS-5 metalHBG" "69487.80836.3070.00209.0850.001,653.18Cum13GravelGravelKadium60400.5050.50----22.00473.00Cum14Sand (for Mortar)SandP. Gannavaram12160.50169.50----40.00370.00Cum15Bitumen Emulsion Medium setting (Bulk)Visakhapatnam244732.00----------MT(ED 14.42%)(VAT 4%)16Bitumen 80/100 Grade (Bulk)Visakhapatnam244732.0039,718.005,727.341,817.81--47,995.15MT(ED 14.42%)(VAT 4%)For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012R.M.RName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Razole - Ponnamanda road from km 0/0 to 11/350Sl. NoName of the materialNature of the materialSourceLead in Km.Convey-ance (excl. stacking)Initial rate less stacking chargesBlasting charges25% for M/CSegnior-age chargesNet rate (excluding stacking charges)Per123456789101112140 mm to 45 mm IRC metalHBGkatheru78532.80491.3070.00--50.001,144.10Cum240 mm to 45 mm IRC metal for patchworkHBG" "78541.50491.3070.00--50.001,152.80Cum325 mm to 27 mm IRC m/c metalHBG" "78532.80821.3070.00205.3350.001,679.43Cum419 mm to 22 mm IRC m/c metalHBG" "78532.80836.3070.00209.0850.001,698.18Cum512 mm to 14 mm IRC m/c metalHBG" "78532.80681.3070.00170.3350.001,504.43Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "78532.80551.3070.00137.8350.001,341.93Cum79.50mm to 11.2mm IRC m/c metal for patchworkHBG" "78541.50551.3070.00137.8350.001,350.63Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "78532.80421.3070.00105.3350.001,179.43Cum92.36 mm 5mm IRC m/c metalHBG" "78532.80225.3070.0056.3350.00934.43Cum10HBG Stone chips 2.36mm and belowHBG" "78532.80216.30----50.00799.10Cum1140 mm SS-5 metalHBG" "78532.80491.3070.00122.8350.001,266.93Cum1220 mm SS-5 metalHBG" "78532.80836.3070.00209.0850.001,698.18Cum13GravelGravelKadium69441.9050.50----22.00514.40Cum14Sand (for Mortar)SandP. Gannavaram21213.50169.50----40.00423.00Cum15Bitumen Emulsion Medium setting (Bulk)Visakhapatnam253759.00----------MT(ED 14.42%)(VAT 4%)16Bitumen 80/100 Grade (Bulk)Visakhapatnam253759.0039,718.005,727.341,817.81--48,022.15MT(ED 14.42%)(VAT 4%)For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012R.M.RName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Mulikipalli - Gogannamatam road from km 0/0 to 7/4Sl. NoName of the materialNature of the materialSourceLead in Km.Convey-ance (excl. stacking)Initial rate less stacking chargesBlasting charges25% for M/CSegnior-age chargesNet rate (excluding stacking charges)Per123456789101112140 mm to 45 mm IRC metalHBGkatheru79537.80491.3070.00--50.001,149.10Cum240 mm to 45 mm IRC metal for patchworkHBG" "79546.50491.3070.00--50.001,157.80Cum325 mm to 27 mm IRC m/c metalHBG" "79537.80821.3070.00205.3350.001,684.43Cum419 mm to 22 mm IRC m/c metalHBG" "79537.80836.3070.00209.0850.001,703.18Cum512 mm to 14 mm IRC m/c metalHBG" "79537.80681.3070.00170.3350.001,509.43Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "79537.80551.3070.00137.8350.001,346.93Cum79.50 mm to 11.2 mm IRC m/c metal for patchworkHBG" "79546.50551.3070.00137.8350.001,355.63Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "79537.80421.3070.00105.3350.001,184.43Cum92.36mm to 5mm mm IRC m/c metalHBG" "79537.80225.3070.0056.3350.00939.43Cum10HBG Stone chips 2.36mm and belowHBG" "79537.80216.30----50.00804.10Cum1140 mm SS-5 metalHBG" "79537.80491.3070.00122.8350.001,271.93Cum1220 mm SS-5 metalHBG" "79537.80836.3070.00209.0850.001,703.18Cum13GravelGravelKadium69441.9050.50----22.00514.40Cum14Sand (for Mortar)SandP. Gannavaram21213.50169.50----40.00423.00Cum15Bitumen Emulsion Medium setting (Bulk)Visakhapatnam253----------0.00MT(ED 14.42%)(VAT 4%)16Bitumen 80/100 Grade (Bulk)Visakhapatnam253759.0039,718.005,727.341,817.81--48,022.15MT(ED 14.42%)(VAT 4%)For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012

Average RMRAverage R.M.RName of the work:Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Sl. No.Name of the roadRate40 mm to 45 mm IRC metal40 mm to 45 mm IRC metal for patchwork25 mm to 27 mm IRC m/c metal19 mm to 22 mm IRC m/c metal12 mm to 14 mm IRC m/c metal9.50 mm to 11.2 mm IRC m/c metal9.50 mm to 11.2 mm IRC m/c metal for patchwork5.00 mm to 7.00 mm IRC m/c metal2.36 to 5mm IRC m/c metalHBG Stone chips 2.36mm and below40 mm SS-5 metal20 mm SS-5 metalGravelSandBitumen EmulsionBitumen 80/100 Grade1234567891011121Sivakodu - Manepalli road from km 0/0 to 13/6751,129.101,137.801,664.431,683.181,489.431,326.931,335.631,164.43919.43784.101,251.931,683.18496.00400.00--40,087.342Rajavaram - Podalada road from km 59/6 to 61/4251,099.101,107.801,634.431,653.181,459.431,296.931,305.631,134.43889.43754.101,221.931,653.18473.00370.00--47,992.153Tatipaka - Tatipakamatam road from km 0/0 to 2/01,099.101,107.801,634.431,653.181,459.431,296.931,305.631,134.43889.43754.101,221.931,653.18473.00370.00--47,995.154Razole - Ponnamanda road from km 0/0 to 11/3501,144.101,152.801,679.431,698.181,504.431,341.931,350.631,179.43934.43799.101,266.931,698.18514.40423.00--48,022.155Mulikipalli - Gogannamatam road from km 0/0 to 7/41,149.101,157.801,684.431,703.181,509.431,346.931,355.631,184.43939.43804.101,271.931,703.18514.40423.00--48,022.15Average Rate1,124.101,132.801,659.431,678.181,484.431,321.931,330.631,159.43914.43779.101,246.931,678.18494.16397.20--46,423.79/ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ Cum./ MT/ MT2Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : Amalapuram

Data(Mtc.) (F)DATAS FOR MAINTENANCE ITEMSMtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.1Providing B.T. patch work with 40-45 mm HBG metal using 80/100 Grade Bitumen at 42Kgs / 1Cum including cost of materials and cost of Bitumen and labour charges for all operations such as trimming the edges of the pot holes, cleaning the surface, applying tack coat with hot Bitumen, carrying and spreading stone ballast by hand tamping with rammers, spreading Bitumen to the required consistency including fuel charges for heating Bitumen and hire and all other incidental charges and operations charges of Bitumen boiler, etc., complete for finished item of work.(As per Memo No. Maintenance/EE(TEC) /TA.13/AE.4/2006, dt.18.03.2006.)MaterialsBitumen 80/100 Grade42 Kgs.42Kgs.46,423.79/1MT1,949.8040-45 mm HBG metal1 Cum.1cum1,132.80/1Cum1,132.80Labour ChargesMazdoor2.86Nos.146.00/ each417.56MachineryT&P Charges L.S.40.003,540.16say3,540.00/ 1 Cum.2Providing B.T. patch work with 9.50-11.20 mm HBG machine crushed chips using 80/100 Grade Bitumen at 72Kgs / 1Cum including cost of materials and cost of Bitumen and labour charges for all operations such as trimming the edges of the pot holes, cleaning the surface, applying tack coat with hot Bitumen, carrying and spreading stone ballast by hand tamping with rammers, spreading Bitumen to the required consistency including fuel charges for heating Bitumen and hire and all other incidental charges and operations charges of Bitumen boiler, etc., complete for finished item of work.(As per Memo No. Maintenance/EE(TEC) /TA.13/AE.4/2006, dt.18.03.2006.)MaterialsBitumen 80/100 Grade72 Kgs.72Kgs.46,423.79/1MT3,342.519.50-11.20 mm HBG chips1 Cum.1cum1,330.63/1 cum1,330.63Labour ChargesMazdoor2.86Nos.146.00/ each417.56MachineryT&P Charges L.S.40.005,130.70say5,131.00/ 1 Cum.3Providing W.B.M. patch work with 40-45 mm HBG metal including cost of all materials like metal and gravel, and labour charges for all operations such as picking the existing metalled surface 50mm to 100mm deep and spreading metal and blindage with gravel, watering and tamping, etc., complete for finished item of work as directed by the Engineer-in-charge.Materials40-45 mm HBG metal1 Cum.1.00cum1,132.80/1Cum1,132.80Gravel for blindage1 Cum. / 40.25cum494.16/1 cum123.54Labour ChargesRate as per Item Sl. No.345, Pg.30 of Common SSR 2008-0928.00/10SqmRate per 0.50 Cum. (i.e., 10 x 1 x 0.50 = 0.50 Cum.) = Rs.28.00Rate per 1 Cum. (28.00 x 2 = 56.00)56.001,312.34say1,312.00/ 1 Cum.4Stripping the excess soil from the shoulder surface / Making up loss of material / irregularities on the shoulder to the design level by adding fresh approved soil and compacting with appropriate equipment for sectioning the berms / shoulders as per MORT&H Specification No. 3003Rate as per Circular Memo. No:Maintenance/EE(TEC)/TA-15/AE4/2005, Dt:13-05-20053.00/ 1 Sqm.5Clearing light Jungle / Scrub Jungle from berms of the road embankmentRate as per S.S.R. 2008-2009 (SSR Sl. No.196, Pg.21)2.00/ 1 Sqm.6Clearing Juliflora (Prosafis) jungle including up-rooting and removing of Juliflora stumps.Rate as per S.S.R. 2008-2009 (SSR Sl. No.198, Pg.21)3.30/ 1 Sqm.7Earthwork excavation and depositing on banks with an initial lead of 10 mts. and initial lift of 2 mts. in loamy and clayey soils like black cotton soils, red earth and ordinary gravel etc., complete for cutting high berms and filling low berms.Unit=Cum. Taking out put =360.00Cum.Earth work excavation1.00cum37.501 cum37.50Seigniorage charges1.00cum22.001 cum22.0059.50or say59.50/1 Cum.8Providing gravel irrespective of thickness in layers including cost of gravel, spreading, watering and rolling with hand roller etc., complete.Cost of Gravel1.16cum494.16/ cum573.23Spreading gravel rate as per SSR (Sl. No.349, Pg.30)1.00cum230.00/ 10cum23.00596.23or say596.00/ 1 Cum.9Cost of Cement Mortars (1:8)Cost of Sand for mortar1.00Cum397.20Cum.397.20Cost of Cement180.00Kgs.5,400.00MT972.00Labour for mixing cement mortar (S. No.184, Pg.20)1.00Cum28.00Cum.28.001,397.20say1,397.00/ 1Cum.10Brick Masonry in CM (1:8) using 2nd class bricks having a crushing strength of 35 kgs / sqm including cost, conveyance and seigniorage of all materials, labour charges, etc., complete as per standard specifications for finished item of workCost of Bricks (Sl. No.1 Pg.9 (Building items))512.00Nos.3,128.50/ 10001,601.79Cost of Cement Mortor (1:8)0.20Cum.1,397.201 Cum.279.44Brick layer 1st class0.42Nos.206.00each86.52Brick layer 2nd class0.98Nos.188.00each184.24Man mazdoor0.70Nos.146.00each102.20Woman mazdoor2.10Nos.146.00each306.602,560.79say2,561.00/ 1Cum.11Cost of Cement Mortars (1:5)Cost of Sand for mortar1.00Cum397.20Cum.397.20Cost of Cement288.00Kgs.5,400.00MT1,555.20Labour for mixing cement mortar (S. No.184, Pg.20)1.00Cum28.00Cum.28.001,980.40say1,980.00/ 1Cum.12Plastering 12mm thick in CM (1:5) including cost, conveyance and seigniorage charges of all materials including labour charges, etc., complete as per standard specifications for finished item of workCost of Cement Mortor (1:5)0.15Cum.1,980.40Cum.297.06Brick layer 1st class0.33Nos.206.00each67.98Brick layer 2nd class0.77Nos.188.00each144.76Man mazdoor0.50Nos.146.00each73.00Woman mazdoor1.10Nos.146.00each160.60743.40say743.00/ 10Sqm.13White washing single coat with best shell sime slaked and screened from approved source including cost and conveyance of shell lime, gum, gangi water, pickley peace juce, etc., complete for finished item of work as directed by the Engineer-in-Charge.Cost of Shell lime0.05Cum.780.00/ Cum.39.00Gum, Gunji water & Prickly pier juiceL.S.2.00I Class Painter0.33Nos.206.00/ each67.98II Class Painter0.77Nos.188.00/ each144.76Man Mazdoor0.30Nos.146.00/ each43.80Woman Mazdoors.1.90Nos.146.00/ each277.40Total Rate per 100 Sqm.574.9457.00/ 10 Sqm.14Providing Synthetic Enamel Paint Single coat including cost of Paint, conveyance to site and labour charges for all operations viz., cleaning, washing, painting etc., complete for finished item of workSynthetic enamel paint (SSR Item No.391) Pg.No.230.70Lit.175.00Lt.122.50Painter 1st class0.21Nos.206.00each43.26Painter 2nd class0.49Nos.188.00each92.12257.88say258.00/10Sqm.15Cost of Cement Concrete (1:5:10) using 40mm HBG metal (SS5)Cost of 40mm size HBG metal (SS5)0.92Cum.1,246.931Cum.1,147.18Cost of Sand for Mortor0.46Cum.397.201Cum.182.71Const of Cement132.48Kgs.5,400.00MT715.39Mason 1st class0.06Nos.206.00each12.36Mason 2nd class0.14Nos.188.00each26.32Man mazdoor1.40Nos.146.00each204.40Woman mazdoor1.80Nos.146.00each262.802,551.16/ 1Cum.16Tor / Mild Steel wrought and put upCost of steel as per SSR1M.T.48,000.00MT48,000.00Fabrication charges including binding wire1M.T.9.001 Kg9,000.00(S No.147, Pg.14 of Buildings SSR)57,000.00say57.00/ 1 Kg.17Cost of Cement Concrete (1:2:4) using 20mm HBG chips (SS5)Cost of 20mm size HBG chips (SS5)0.92Cum.1,678.181Cum.1,543.93Cost of Sand for Mortor0.46Cum.397.201Cum.182.71Const of Cement330.00Kgs.5,400.00MT1,782.00Mason 1st class0.12Nos.206.00each24.72Mason 2nd class0.28Nos.188.00each52.64Man mazdoor2.10Nos.146.00each306.60Woman mazdoor3.50Nos.146.00each511.00Centering Charges1.00160.001 cum160.004,563.60/ 1Cum.18Earth work excavation in Loamy and Clayey soils like black cotton soils, red earth and ordinary gravel for foundations of KM Stones / HM Stones / Guard StonesCost as per SSR 20-B (Sl. No.240 Pg.24)1.00Cum.37.501Cum.37.50Add Seigniorage charges1.00Cum.22.001Cum.22.0059.50/1Cum.

Data StonesUnitDescriptionRatePerAmount20Cost, supply and fixing of Guide stones of size 1.20M x 0.20M x 0.20M using V.R.C.C (1:2:4) mix using 20mm size SS 5 HBG MC chips and 3.737 kgs of Steel and its fabrication charges and conveyance to different places including digging pit of size 0.45 x 0.45m 0.50M & fixing the stone in position with C.C. (1:5:10) mix with 40mm size HBG metal in bottom 100MM thick and arranged the stone & including cost and conveyance of all materials to work site etc., complete.0.048cumV.C.C. ( 1:2:4) For guide stone 1.20 x 0.20 x 0.204563.60cum219.053.737kgsCost of steel57.00kg213.010.101cumEarth work 0.45 x 0.45 x 0.5059.501cum6.010.085cumC C ( 1:5:10)2551.16cum216.85Bottom = 0.45 x 0.45 x 0.100 = 0.020Alround = 0.45x 0.45 x0.40 = 0.081Deduct stone = 0.20x 0.20x 0.40 = -0.0160.085 cum654.92654.92Or say655.00Each21Cost and supply and fixing of 5th KM stone of size 1.52M x 0.52M x 0.25M using R.C.C. (1:2:4) mix using 20mm size HBG MC chips and 9.00 Kgs of steel & its fabrication charges and conveyance to site at different places where ever necessary including cost and conveyance of all materials to work site etc., complete.0.19760cumV.C.C. ( 1:2:4) 5km stone (1.52 x 0.52 x 0.25 )4563.60cum901.779.00kgsCost of steel57.00kg513.000.203cumEarth work ( 0.75 x 0.45 x 0.60 )59.501cum12.081426.851426.85Or say1427.00each22Cost and supply and fixing of KM stone of size 1.10M x 0.37M x 0.25M using R.C.C. (1:2:4) mix using 20mm size HBG MC chips and 5.50 Kgs of steel its fabrication charges & conveyance to site at different places where ever necessary including cost and conveyance of all materials to work etc., complete.0.102cumV.C.C. 1:2:4 ( 1.10m x 0.37m x 0.25m )4563.60cum465.495.50kgsCost of steel & fabrication57.00kg313.500.122cumEarth work ( 0.60 x 0.45 x 0.45m )59.501cum7.26786.25786.25Or say786.00each23Cost and supply and fixing of HM stone of size 0.90M x 0.20M x 0.20M using R.C.C. (1:2:4) mix using 20mm size HBG MC chips and 3.31 Kgs of steel its fabrication charges & conveyance to site at different places where ever necessary including cost and conveyance of all materials to work site etc., complete.0.036cumV.C.C. 1:2:4 ( 0.90m x 0.20m x 0.20m )4563.60cum164.293.310kgsCost of steel & fabrication57.00kg188.670.064cumEarth work ( 0.40 x 0.40 x 0.40m )59.501cum3.81356.77356.77Or say357.00eachAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleExecutive Engineer (R&B),R&B Division : Amalapuram

Data WMM19Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Power road roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)Unit = cumPage 110,111 of MoRT&H SDBTaking output = 225 cum(A)Labour0.48nos.Mate188.00day90.242.00nos.Mazdoor skilled193.40day386.8010.00nos.Mazdoor146.00day1460.00Total1937.04(B)Machinery6.60hrWet mix plant of 60 tonne hr. capacity1320.00hr8712.006.00hrElectric generating set 125 KVA1090.00hr6540.006.00hrfront end loader 1 cum capacity0.00hr0.006.00hrMechanical Paver finisher 100 TPH0.00hr0.003.90hrPower road roller 8-10 T540.00hr2106.003.00hrWater tanker345.00hr1035.00Total18393.00(C)Material89.10cum45 to 22.40mm IRC&MoRT&H HBG M/C metal@ 30%1487.24cum132512.79(Av. Of 40-45, 25-27, 19-22mm )118.80cum22.4 to 2.36mm IRC&MoRT&H HBG M/C metal@40%1311.68cum155827.58(Av. Of 19-22mm, 12-14mm, 9.5-11.2mm, 5-7mm, 2.36 - 5mm )89.10cum2.36mm to 75 micron @ 30% (2.36mm & below)779.10cum69417.81Total357758.18(D)Over head charges @ 6% (10%-VAT)6.00%Add for Over head charges @ 6% on (A)+(B)+( C)0.00(E)Total of (A) + (B)+( C)+(D)378088.22(F)Add Contractors Profit at 10% on (E)0.00Cost per 225 cum (E) + (F)378088.22Rate per 1 cum1680.39Rate to be adopted per 1 cum1680.00Cum

Pipes dataDATASName of Work ::-Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.QuantityDescription of ItemRateperAmount1Providing, laying Reinforced cement concrete Hume pipes of 1000mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm/800mm/1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (4th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.Unit = metrePage 272,273 of MoRT&H SDBTaking output = 12.5 metre600 mm Dia.,(A)Labour0.14nosMate188.00day26.320.50nosMason206.00day103.003.00nosMazdoor146.00day438.00Total567.32(B)Material12.50RMCost of 600mm Dia., pipes1859.00RM23237.50Total23237.50(C)Over head charges @ 6% (10%-VAT)6.00%Add for Over head charges @ 6% on (A)+(B)0.00(D)Total of (A) + (B)+( C)23804.82(E)Add Contractors Profit at 10% on (D)0.00Cost per 12.5 metre (D)+(E)23804.82Rate for 1 RM1904.39Rate to be adopted1904.001 RM800 mm Dia.,(A)Labour0.18nosMate188.00nos.33.840.50nosMason206.00nos.103.004.00nosMazdoor146.00nos.584.00Total720.84(B)Material12.50RMCost of 800mm Dia., pipes3051.00RM38137.50Total38137.50(C)Over head charges @ 6% (10%-VAT)6.00%Add for Over head charges @ 6% on (A)+(B)0.00(D)Total of (A) + (B)+( C)38858.34(E)Add Contractors Profit at 10% on (D)0.00Cost per 12.5 metre (D)+(E)38858.34Rate for 1 RM3108.67Rate to be adopted3109.001 RM

Details (2)Name of the work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Details of Maintanance ItemsSl. No.Name of the roadBT Patch work with Bitumen/EmulsionWBM P.W. with 40-45mm HBGWetmix macadamSectioning of BermsJungle clearanceEarth work for high bermsGravel filling low bermsBrick work for culverts usingPlastering for culvertsKM, HM & Guard StonesSynthetic Enamel paintWhite washingPainting LettersPipe Culverts40 mm HBG9.50-11.2 mm HBGJulifloraScrub jungleII Class BricksFly Ash BricksKMHMGuardwith primerwith out primer300 MM600 MMCumCumCumSqmSqmSqmCumCumCumCumSqmNos.Nos.Nos.SqmSqmSqmRMRM1Sivakodu - Manepalli road from km 0/0 to 13/6753321---24300--3,0003243--101116--80300550----2Rajavaram - Podalada road from km 59/6 to 61/425------------1,000------------------550100----3Tatipaka - Tatipakamatam road from km 0/0 to 2/063--100--4002------5--------4015085----4Razole - Ponnamanda road from km 0/0 to 11/350242112800--500315----5114--45300330----5Mulikipalli - Gogannamatam road from km 0/0 to 7/496-----300--10026--------1----40--460----Total72510361,50005,00010453020232002108001,5250.000.00CumCumCumCumSqmSqmSqmCumCumCumCumSqmNos.Nos.Nos.SqmSqmSqmNosRMRMAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : Amalapuram

KM RequirementKM wise Requirement of Patchwork quantities under Maintenance workName of work :Mtc of (a) Sivakodu - Manepalli road from km 0/0 to 13/675 (b) Rajavaram - Podalada road from km 59/6 to 61/425 c) Tatipaka - Tatipakamatam road from km 0/0 to 2/0 (d) Razole - Ponnamanda road from km 0/0 to 11/350 (e) Mulikipalli - Gogannamatam road from km 0/0 to 7/4 for the year 20012-13.Sl. No.KMSM roadSl. No.KMRP RoadSl. No.KMTatipaka - Tatipakamatam RoadSl. No.KMRazole - Ponnamanda RoadSl. No.KMMulikipalli - Gogannamatam roadB.T. Patch work with 40MM HBGB.T. Patch work with 9.50 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 9.50 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 9.50 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 9.50 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 9.50 - 11.20MM HBGWMM1km 13.003.00--1KM 58------1KM 13.002.00--1KM 13.002.00--1KM 13.001.00--2km 23.003.003.002KM 59------2KM 23.001.00--2KM 23.002.00--2KM 23.002.00--3km 3--2.00--3KM 60------3KM 31.002.00--3KM 31.001.00--4km 4--1.00--4KM 41.002.00--4KM 4------5km 5--1.00--5KM 51.002.00--5KM 5------6km 6------6KM 62.002.00--6KM 61.001.00--7km 7------7KM 72.002.00--7KM 71.001.008km 8------8KM 83.002.003.008KM 89km 9------9KM 93.002.003.0010km 1012.003.00--10KM 103.002.003.0011km 119.003.009.0011KM 112.001.003.0012km 123.003.009.0012KM 12------13km 133.001.003.0014km 14--1.00--15161718192021TOTAL33.0021.0024.000.000.000.006.003.000.0024.0021.0012.009.006.000.00Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : RazoleR&B Sub-division : RazoleR&B Division : Amalapuram

Data( Guard Stone)DATA FOR GUARD STONES1)Supplying and fixing of Guard Stones (as per approved drawings) with RCC (1:2:4) mix using 20mm (SS.5) size HBG machine crushed chips for precast stones and fixing in foundation concrete (1:4:8) mix using 40mm (SS.5) size HBG metal and including all labour charges for earth work excavation, laying foundation concrete and fixing in position and prepare the pedastals as per drawings including cost, seigniorage and conveyance of all materials and painting with Synthetic enamel paint two coats over a primery coat of cement primer, labour charges for all operations such as curing etc., complete for finished item of work as directed by the departmental officers incharge of the work.Sl. No.ItemNo.MeasurementsContentsRate / perAmountLBD1234567891Earth work excavation1x10.450.450.600.12248,000.00585.60cum./10 cum2Cement concrete (1:4:8)1x10.450.450.600.122Deductions1x10.2000.1500.600-0.0180.10424.722.57cum./1cum3RCC (1:2:4) using 20mm HBG metal (SS5)1x11.350.2000.1500.0410.000.00cum./1cum4HYSD Steel Wrought and putup0.041 x 70 Kgs. / Cum2.87037.50107.63Kg./ 1Kg.5Painting two coats with Synthetic enamel paint over primer coat (total three coats)Sides10.800.75--0.600Top10.200.15--0.0300.6300.000.00Sqm./ 10 Sqm.6Add extra for Form work for the precast concrete block and preparation of pedestals alround, conveyance, fixing at the site, etc.,L.S.1.180.00/ each

Data( HM Stone)DATA FOR HM STONES1)Supplying and fixing of HM Stones (as per approved drawings) with RCC (1:2:4) mix using 20mm (SS.5) size HBG machine crushed chips for precast stones and fixing in foundation concrete (1:4:8) mix using 40mm (SS.5) size HBG metal and including all labour charges for earth work excavation, laying foundation concrete and fixing in position and prepare the pedastals as per drawings and plastering with C.M. (1:3) 12mm thick and fixing with R.C.C. Collars plain bended confirming to I.S. 458 / 1988 including cost, seigniorage and conveyance of all materials and labour charges for all operations such as curing etc., complete for finished item of work as directed by the departmental officers incharge of the work.Sl. No.ItemNo.MeasurementsContentsRate / perAmountLBD1234567891Earth work excavation1x1TT / 4 x 0.35 x 0.35 x 0.400.03948,000.00187.20cum./10 cum2Cement concrete (1:4:8)1x1TT /4 x 0.35 x 0.35 x 0.400.039Deductions10.1500.1000.300-0.0050.03424.720.84cum./1cum3Steel reinforcement 6mm dia vertical1x21.90 = 2.80 @ 0.222 Kgs / 1 m0.6226mm dia stirrups1x5x 0.375 = 1.875 @ 0.222 Kgs/1m0.4161.03837.5038.93Kg./ 1Kg.4RCC (1:2:4) using 20mm HBG metal (SS5)10.200.1500.7500.0230.000.00cum./1cum5Plastering in CM (1:3) 12mm thick1x10.5000.350--0.175Pedestal1 x TT x 0.35 x 0.20--0.2201 x TT/4 x 0.352--0.096Deduct HM stone portion10.200.150---0.030.461160.607.40sqm./10 sqm6Provision for 350mm dia RCC collars rate as per S.S.R.each97.007Add extra for Form work for the precast concrete block and preparation of pedestals alround, conveyance, fixing at the site, etc.,L.S.1.110.00/ each

Data( KM Stone)DATA FOR KM STONES1)Supplying and fixing of KM Stones (as per approved drawings) with RCC (1:2:4) mix using 20mm (SS.5) size HBG machine crushed chips for precast stones and fixing in foundation concrete (1:4:8) mix using 40mm (SS.5) size HBG metal and including all labour charges for earth work excavation, laying foundation concrete and fixing in position and prepare the pedastals as per drawings and plastering with C.M. (1:3) 12mm thick and fixing with R.C.C. Collars plain bended confirming to I.S. 458 / 1988 including cost, seigniorage and conveyance of all materials and labour charges for all operations such as curing etc., complete for finished item of work as directed by the departmental officers incharge of the work.Sl. No.ItemNo.MeasurementsContentsRate / perAmountLBD1234567891Earth work excavation1x1TT / 4 x 0.60 x 0.60 x 0.600.17048,000.00816.00cum./10 cum2Cement concrete (1:4:8)1x1TT /4 x 0.60 x 0.60 x 0.700.198Deductions10.3500.2500.550-0.0480.15024.723.71cum./1cum3Steel reinforcement 8mm dia vertical1x22.50 = 5.00 @ 0.39 Kgs / 1 m1.9506mm dia stirrups1x7x 1.075 = 7.525 @ 0.222 Kgs/1m1.6713.62137.50135.79Kg./ 1Kg.4RCC (1:2:4) using 20mm HBG metal (SS5) ler portion10.9350.3500.2500.082Semicircular ler portion1/2 x TT/4x 0.35 x 0.35 x 0.250.0120.0940.000.00cum./1cum5Plastering in CM (1:3) 12mm thick ler portion20.3851.200--0.924 ler portion top1xTT/2 x 0.3500.250--0.138For semicircular faces2 x TT/4 x 0.352 x 1/2--0.096Pedestal2 x TT x 0.60 x 0.20--0.377top1 x TT x 0.60 x 0.60/4--0.283Deduct KM stone portion10.350.25---0.0881.730160.6027.78sqm./10 sqm6Provision for RCC collars 600mm dia rate as per SSReach255.007Add extra for Form work for the precast concrete block and preparation of pedestals alround, conveyance, fixing at the site, etc.,L.S.0.680.00/ each