InfoABOUT ESTIMATE1Name of the workMtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.2Names of the roads1Kunavaram - Kesanapalli road from km 0/0 to 12/02Kesavadasupalem - Kesanapalli road from km 0/0 to 14/03Chintalamori - Gondi road from km 0/0 to 9/4254Lakkavaram - Sankaraguptam road from km 0/0 to 3/05Visweswarayapuram - Gogannamatam road from km 0/0 to 10/63SectionAsst. Executive Engineer (R&B),R&B Section : Malikipuram4Sub - 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) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Estimate Amount :850000R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : AmalapuramR&B Circle : KakinadaEAST GODAVARI DISTRICT

RepSpecification report accompany the Estimate for the work ofMtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Amount of Estimate :850000The roads (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 are important Major District roads and Other district roads in East Godavari District in the jurisidiction of R&B Section, Malikipuram 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 2012-13.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 10-11.2mm 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.5Brick Masonry with CM (1:8) for repairs to Culverts and Parapet walls6Patch Plastering with CM (1:5) for Parapet walls of culverts7Repairs and Painting to culverts.8Fixing of missing KM & HM stones and Guard stones9Other provisions such as painting KM, HM, Guard stones etc.10Provision for Libility Amount for the year 2008-2009.11Provision for D.T.P. Charges, Xerox charges, Advertisement charges and other unforeseen itemsThe 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 : MalikipuramR&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) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.-:oOo:-Kunavaram - Kesanapalli road from km 0/0 to 12/0Reach proposed in the present estimate:km0/000to12/000=12.000kmsCentre KM of the Working Reach=6.000kms=6.000K.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 km13/675to5/200ofSM road=8.475kmsWorking K.M.6.000K.M.=6.000kmsc) Total lead=82.536kmsOr say:82.000kms39B) 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=0.941kmsFrom km13/675to5/200ofSM road=8.475kmsWorking K.M.6.000K.M.=6.000kmsc) Total lead=73.136kmsOr say:73.000kms3918C) 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 km13/675to5/200ofSM road=8.475kmsWorking K.M.6.000K.M.=6.000kms6.000Total lead=24.904kmsOr say:25.000kms25.00013E) 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=0.941kmsFrom km13/675to5/200ofSM road=8.475kmsWorking K.M.6.000K.M.=6.000kmsc) Total lead=256.831kmsOr say:257.000kms145Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.-:oOo:-Kesavadasupalem - Kesanapalli road from km 0/0 to 14/0Reach proposed in the present estimate:km0/0to14/000=14.000kmsCentre KM of the Working Reach=7.000kms=7.000K.M.A) For HBG metal:HBGmetal from Rayavaram quarrya) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km123/935to115/550ofNH 214=8.385kmsFrom km81/600to91/000ofKANF road=9.400kmsFrom km0/000to5/600ofNH 214=5.600kmsWorking K.M.=7.000kmsc) Total lead=100.680kmsOr say:100.000kmsB) 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 km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km123/935to115/550ofNH 214=8.385kmsFrom km81/600to91/000ofKANF road=9.400kmsFrom km0/000to5/600ofNH 214=5.600kmsWorking K.M.=7.000kmsc) Total lead=91.280kmsOr say:91.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to61/425ofRajavaram - Podalada Road=12.353kmsFrom km123/935to115/550ofNH 214=8.385kmsFrom km81/600to91/000ofKANF road=9.400kmsFrom km0/000to5/600ofNH 214=5.600kmsWorking K.M.=7.000kmsc) Total lead=43.048kmsOr say:43.000kmsD) 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 km49/200to61/425ofRajavaram - Podalada Road=12.225kmsFrom km123/935to115/550ofNH 214=8.385kmsFrom km81/600to91/000ofKANF road=9.400kmsFrom km0/000to5/600ofNH 214=5.600kmsWorking K.M.=7.000kmsAdd lead for the center of reach=274.975kmsOr say:275.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.-:oOo:-Chintalamori - Gondi road from km 0/0 to 9/425Reach proposed in the present estimate:km0/0to9/425=9.425kmsCentre KM of the Working Reach=4.713kms=4.713K.M.A) For HBG metal:HBGmetal from Katheru quarrya) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km120/350to115/550ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsFrom km0/000to3/000ofLakkavaram - Sankaraguptam road=3.000kmsFrom km7/800to5/800ofKesavadasupalem - Kesanapalli road=2.000kmsWorking K.M.4.713K.M.=4.713kmsc) Total lead=91.408kmsOr say:91.000kmsB) 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 km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km120/350to115/550ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsFrom km0/000to3/000ofLakkavaram - Sankaraguptam road=3.000kmsFrom km7/800to5/800ofKesavadasupalem - Kesanapalli road=2.000kmsWorking K.M.4.713K.M.=4.713kmsc) Total lead=82.008kmsOr say:82.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to61/425ofRajavaram - Podalada Road=12.353kmsFrom km120/350to115/550ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsFrom km0/000to3/000ofLakkavaram - Sankaraguptam road=3.000kmsFrom km7/800to5/800ofKesavadasupalem - Kesanapalli road=2.000kmsWorking K.M.4.713K.M.=4.713kms4.713c) Total lead=33.776kmsOr say:34.000kmsD) 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 km49/200to61/425ofRajavaram - Podalada road=12.225kmsFrom km120/350to115/550ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsFrom km0/000to3/000ofLakkavaram - Sankaraguptam road=3.000kmsFrom km7/800to5/800ofKesavadasupalem - Kesanapalli road=2.000kmsWorking K.M.4.713=4.713kms265.703Or say:265.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.-:oOo:-Lakkavaram - Sankaraguptam road from km 0/0 to 3/0Reach proposed in the present estimate:km0/000to3/000=3.000kmsCentre KM of the Working Reach=1.500kms=1.500K.M.A) For HBG metal:a) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsWorking K.M.1.500=1.500kmsc) Total lead=83.195kmsOr say:83.000kmsB) 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 km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsWorking K.M.1.500=1.500kmsc) Total lead=73.795kmsOr say:73.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to61/425ofRajavaram - Podalada Road=12.353kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsWorking K.M.1.500=1.500kms1.500Total lead=25.563kmsOr say:25.000kms25.000E) 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 km49/200to61/425ofRajavaram - Podalada Road=12.225kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to4/000ofCBM Road=4.000kmsWorking K.M.1.500=1.500kmsc) Total lead=257.490kmsOr say:257.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : AmalapuramLEAD CALCULATION FOR VARIOUS MATERIALS UPTO CENTER OF THE WORKING STRETCHName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.-:oOo:-Visweswarayapuram - Gogannamatam road from km 0/0 to 10/6Reach proposed in the present estimate:km0/000to10/600=10.600kmsCentre KM of the Working Reach=5.300kms=5.300K.M.A) For HBG metal:a) Cart track length ==2.200kmsb) Metalled road length:From km195/000to156/595ofNH 5=38.405kmsFrom km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to5/800ofCBM Road=5.800kmsWorking K.M.5.300=5.300kmsc) Total lead=88.795kmsOr say:88.000kmsB) 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 km61/425to31/735ofNH 5 to RP road=29.690kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to5/800ofCBM Road=5.800kmsWorking K.M.5.300=5.300kmsc) Total lead=79.395kmsOr say:79.000kmsC) For Sand :Sand Quarry at River Godavari at P. GannavaramRiver Bed to Panchayat Road=0.110kms0.110Panchayat Road=0.200kms0.200From km49/072to61/425ofRajavaram - Podalada Road=12.353kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to5/800ofCBM Road=5.800kmsWorking K.M.5.300=5.300kms5.300Total lead=31.163kmsOr say:31.000kms31.000E) 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 km49/200to61/425ofRajavaram - Podalada Road=12.225kmsFrom km115/550to120/350ofNH 214=4.800kmsFrom km0/000to2/600ofS M road=2.600kmsFrom km0/000to5/800ofCBM Road=5.800kmsWorking K.M.5.300=5.300kmsc) Total lead=263.090kmsOr say:263.000kmsAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : Amalapuram

RMR(Metals)R.M.RName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Kunavaram - Kesanapalli road from km 0/0 to 12/0Sl. 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 metalHBGkatheru82552.30491.3070.00--50.001,163.60Cum240 mm to 45 mm IRC metal for patchworkHBG" "82561.00491.3070.00--50.001,172.30Cum325 mm to 27 mm IRC m/c metalHBG" "82552.30821.3070.00205.3350.001,698.93Cum419 mm to 22 mm IRC m/c metalHBG" "82552.30836.3070.00209.0850.001,717.68Cum512 mm to 14 mm IRC m/c metalHBG" "82552.30681.3070.00170.3350.001,523.93Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "82552.30551.3070.00137.8350.001,361.43Cum79.50 mm to 11.2 mm IRC m/c metal for patchworkHBG" "82561.00551.3070.00137.8350.001,370.13Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "82552.30421.3070.00105.3350.001,198.93Cum92.36 mm 5.00 mm IRC m/c metalHBG" "82552.30225.3070.0056.3350.00953.93Cum10HBG Stone chips 2.36mm and belowHBG" "82552.30216.30----50.00818.60Cum1140 mm SS-5 metalHBG" "82552.30491.3070.00122.8350.001,286.43Cum1220 mm SS-5 metalHBG" "82552.30836.3070.00209.0850.001,717.68Cum13GravelGravelKadium73460.3050.50----22.00532.80Cum14Sand (for Mortar)SandP. Gannavaram25233.50169.50----40.00443.00Cum15Bitumen Emulsion Medium setting (Bulk)Visakhapatnam2570.000.0000.00--0.00MT(ED 14.42%)(VAT 4%)16Bitumen 80/100 Grade (Bulk)Visakhapatnam257771.0039,718.005,727.341,817.81--48,034.15MT(ED 14.42%)(VAT 4%)For Emulsion (Bulk) :- HINCOL Price List With Effect From Dt.For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2010R.M.RName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Kesavadasupalem - Kesanapalli road from km 0/0 to 14/0Sl. 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 metalHBGkatheru100637.80491.3070.00--50.001,249.10Cum240 mm to 45 mm IRC metal for patchworkHBG" "100646.50491.3070.00--50.001,257.80Cum325 mm to 27 mm IRC m/c metalHBG" "100637.80821.3070.00205.3350.001,784.43Cum419 mm to 22 mm IRC m/c metalHBG" "100637.80836.3070.00209.0850.001,803.18Cum512 mm to 14 mm IRC m/c metalHBG" "100637.80681.3070.00170.3350.001,609.43Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "100637.80551.3070.00137.8350.001,446.93Cum79.50 mm to 11.2 mm IRC m/c metal for patchworkHBG" "100646.50551.3070.00137.8350.001,455.63Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "100637.80421.3070.00105.3350.001,284.43Cum92.36 mm 5.00 mm IRC m/c metalHBG" "100637.80225.3070.0056.3350.001,039.43Cum10HBG Stone chips 2.36mm and belowHBG" "100637.80216.30----50.00904.10Cum1140 mm SS-5 metalHBG" "100637.80491.3070.00122.8350.001,371.93Cum1220 mm SS-5 metalHBG" "100637.80836.3070.00209.0850.001,803.18Cum13GravelGravelKadium91540.9050.50----22.00613.40Cum14Sand (for Mortar)SandP. Gannavaram43320.90169.50----40.00530.40Cum15Bitumen Emulsion Medium setting (Bulk)VisakhapatnamMT16Bitumen 80/100 Grade (Bulk)Visakhapatnam245735.0039,718.005,727.341,817.81--47,998.15MT(ED 14.42%)(VAT 4%)For Emulsion (Bulk) :- HINCOL Price List With Effect From Dt.For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012R.M.RName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Chintalamori - Gondi road from km 0/0 to 9/425Sl. 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 metalHBGkatheru91595.05491.3070.00--50.001,206.35Cum240 mm to 45 mm IRC metal for patchworkHBG" "91603.75491.3070.00--50.001,215.05Cum325 mm to 27 mm IRC m/c metalHBG" "91595.05821.3070.00205.3350.001,741.68Cum419 mm to 22 mm IRC m/c metalHBG" "91595.05836.3070.00209.0850.001,760.43Cum512 mm to 14 mm IRC m/c metalHBG" "91595.05681.3070.00170.3350.001,566.68Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "91595.05551.3070.00137.8350.001,404.18Cum79.50 mm to 11.2 mm IRC m/c metal for patchworkHBG" "91603.75551.3070.00137.8350.001,412.88Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "91595.05421.3070.00105.3350.001,241.68Cum92.36 mm 5.00 mm IRC m/c metalHBG" "91595.05225.3070.0056.3350.00996.68Cum10HBG Stone chips 2.36mm and belowHBG" "91595.05216.30----50.00861.35Cum1140 mm SS-5 metalHBG" "91595.05491.3070.00122.8350.001,329.18Cum1220 mm SS-5 metalHBG" "91595.05836.3070.00209.0850.001,760.43Cum13GravelGravelKadium82501.3050.50----22.00573.80Cum14Sand (for Mortar)SandP. Gannavaram34277.70169.50----40.00487.20Cum15Bitumen Emulsion Medium setting (Bulk)Visakhapatnam2650.000.0000.00--0.00MT(ED 14.42%)(VAT 4%)16Bitumen 80/100 Grade (Bulk)Visakhapatnam265795.0039,718.005,727.341,817.81--48,058.15MT(ED 14.42%)(VAT 4%)For Emulsion (Bulk) :- HINCOL Price List With Effect From Dt.For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012R.M.RName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Lakkavaram - Sankaraguptam road from km 0/0 to 3/0Sl. 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 metalHBGkatheru83557.05491.3070.00--50.001,168.35Cum240 mm to 45 mm IRC metal for patchworkHBG" "83565.75491.3070.00--50.001,177.05Cum325 mm to 27 mm IRC m/c metalHBG" "83557.05821.3070.00205.3350.001,703.68Cum419 mm to 22 mm IRC m/c metalHBG" "83557.05836.3070.00209.0850.001,722.43Cum512 mm to 14 mm IRC m/c metalHBG" "83557.05681.3070.00170.3350.001,528.68Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "83557.05551.3070.00137.8350.001,366.18Cum79.50 mm to 11.2 mm IRC m/c metal for patchworkHBG" "83565.75551.3070.00137.8350.001,374.88Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "83557.05421.3070.00105.3350.001,203.68Cum92.36 mm 5.00 mm IRC m/c metalHBG" "83557.05225.3070.0056.3350.00958.68Cum10HBG Stone chips 2.36mm and belowHBG" "83557.05216.30----50.00823.35Cum1140 mm SS-5 metalHBG" "83557.05491.3070.00122.8350.001,291.18Cum1220 mm SS-5 metalHBG" "83557.05836.3070.00209.0850.001,722.43Cum13GravelGravelKadium73460.3050.50----22.00532.80Cum14Sand (for Mortar)SandP. Gannavaram25233.50169.50----40.00443.00Cum15Bitumen Emulsion Medium setting (Bulk)Visakhapatnam2570.000.0000.00--0.00MT(ED 14.42%)(VAT 4%)16Bitumen 80/100 Grade (Bulk)Visakhapatnam257771.0039,718.005,727.341,817.81--48,034.15MT(ED 14.42%)(VAT 4%)For Emulsion (Bulk) :- HINCOL Price List With Effect From Dt.For Bulk Bitumen 80/100:- HPCL Price List With Effect From Dt.16.04.2012R.M.RName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Visweswarayapuram - Gogannamatam road from km 0/0 to 10/6Sl. 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 metalHBGkatheru88580.80491.3070.00--50.001,192.10Cum240 mm to 45 mm IRC metal for patchworkHBG" "88589.50491.3070.00--50.001,200.80Cum325 mm to 27 mm IRC m/c metalHBG" "88580.80821.3070.00205.3350.001,727.43Cum419 mm to 22 mm IRC m/c metalHBG" "88580.80836.3070.00209.0850.001,746.18Cum512 mm to 14 mm IRC m/c metalHBG" "88580.80681.3070.00170.3350.001,552.43Cum69.50 mm to 11.2 mm IRC m/c metalHBG" "88580.80551.3070.00137.8350.001,389.93Cum79.50 mm to 11.2 mm IRC m/c metal for patchworkHBG" "88589.50551.3070.00137.8350.001,398.63Cum85.00 mm to 7.00 mm IRC m/c metalHBG" "88580.80421.3070.00105.3350.001,227.43Cum92.36 mm 5.00 mm IRC m/c metalHBG" "88580.80225.3070.0056.3350.00982.43Cum10HBG Stone chips 2.36mm and belowHBG" "88580.80216.30----50.00847.10Cum1140 mm SS-5 metalHBG" "88580.80491.3070.00122.8350.001,314.93Cum1220 mm SS-5 metalHBG" "88580.80836.3070.00209.0850.001,746.18Cum13GravelGravelKadium79487.9050.50----22.00560.40Cum14Sand (for Mortar)SandP. Gannavaram31263.30169.50----40.00472.80Cum15Bitumen Emulsion Medium setting (Bulk)Visakhapatnam2630.000.0000.00--0.00MT(ED 14.42%)(VAT 4%)16Bitumen 80/100 Grade (Bulk)Visakhapatnam263789.0039,718.005,727.341,817.81--48,052.15MT(ED 14.42%)(VAT 4%)For Emulsion (Bulk) :- HINCOL Price List With Effect From Dt.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) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.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 Grade1234567891011121Kunavaram - Kesanapalli road from km 0/0 to 12/01,163.601,172.301,698.931,717.681,523.931,361.431,370.131,198.93953.93818.601,286.431,717.68532.80443.000.0048,034.152Kesavadasupalem - Kesanapalli road from km 0/0 to 14/01,249.101,257.801,784.431,803.181,609.431,446.931,455.631,284.431,039.43904.101,371.931,803.18613.40530.400.0047,998.153Chintalamori - Gondi road from km 0/0 to 9/4251,206.351,215.051,741.681,760.431,566.681,404.181,412.881,404.18996.68861.351,329.181,760.43573.80487.200.0048,058.154Lakkavaram - Sankaraguptam road from km 0/0 to 3/01,168.351,177.051,703.681,722.431,528.681,366.181,374.881,203.68958.68823.351,291.181,722.43532.80443.000.0048,034.155Visweswarayapuram - Gogannamatam road from km 0/0 to 10/61,192.101,200.801,727.431,746.181,552.431,389.931,398.631,227.43982.43847.101,314.931,746.18560.40472.800.0048,052.15Average Rate1,195.901,204.601,731.231,749.981,556.231,393.731,402.431,263.73986.23850.901,318.731,749.98562.64475.280.0048,035.35/ 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 : MalikipuramR&B Sub-division : RazoleR&B Division : Amalapuram

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

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 0.204505.57cum216.273.737kgsCost of steel57.00kg213.010.101cumEarth work 0.45 x 0.45 x 0.50375.0010cum3.790.085cumC C ( 1:4:8)2831.98cum240.72Bottom = 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 cum673.78673.78Or say674.00Each21Cost 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.0.1976cumV.C.C. ( 1:2:4) 5km stone (1.52 x 0.52 x 0.25 )4505.57cum890.309.00kgsCost of steel57.00kg513.000.203cumEarth work ( 0.75 x 0.45 x 0.60 )375.0010cum7.611410.911410.91Or say1411.00each22Cost 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 )4505.57cum459.575.50kgsCost of steel & fabrication57.00kg313.500.122cumEarth work ( 0.60 x 0.45 x 0.45m )375.0010cum4.58777.64777.64Or say778.00each23Cost 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 )4505.57cum162.203.310kgsCost of steel & fabrication57.00kg188.670.064cumEarth work ( 0.40 x 0.40 x 0.40m )375.0010cum2.40353.27353.27Or say353.00eachAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : Razole

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 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. (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%1559.04cum138910.17(Av. Of 40-45, 25-27, 19-22mm )118.80cum22.4 to 2.36mm IRC&MoRT&H HBG M/C metal@40%1389.98cum165129.62(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)850.90cum75815.19Total379854.98(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)400185.02(F)Add Contractors Profit at 10% on (E)0.00Cost per 225 cum (E) + (F)400185.02Rate per 1 cum1778.60Rate to be adopted per 1 cum1779.00Cum

Pipes dataDATASName of Work ::-Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.ROAD WORKQuantityDescription 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 RM0Chief Engineer (R&B) RoadsChief Engineer (R&B) NABARDChief Engineer (R&B) RoadsEngineer-in-Chief (R&B)Managing Director APRDCAdministration & NH

Data(Mtc.) (F)DATAS FOR MAINTENANCE ITEMSMtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.1Providing 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.48,035.35/1MT2,017.4840-45 mm HBG metal1 Cum.1cum1,204.60/1Cum1,204.60Labour ChargesMazdoor2.86Nos.146.00/ each417.56MachineryT&P Charges L.S.40.003,679.64say3,680.00/ 1 Cum.2Providing B.T. patch work with 10-11.20 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.48,035.35/1MT3,458.5510-11.20 mm HBG chips1 Cum.1cum1,402.43/1 cum1,402.43Labour ChargesMazdoor2.86Nos.146.00/ each417.56MachineryT&P Charges L.S.40.005,318.54say5,319.00/ 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.1.00cum1,204.60/1Cum1,204.60Gravel for blindage1 Cum. / 40.25cum562.64/1 cum140.66Labour 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)56.001,401.26say1,401.00/ 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.7Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete including seignioarge charges for finished item of work as per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge for cutting High berms and filling Low berms etc. complete.Earth work Excavation1.00Cum37.50Cum37.50Add Seigniorage charges1.00cum22.00cum22.0059.50or 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 Gravel1.16cum562.64/ cum652.66Spreading gravel rate as per SSR (Sl. No.349, Pg.30)1.00cum230.00/ 10cum23.00675.66or say676.00/ 1 Cum.9Cost of Cement Mortars (1:8)Cost of Sand for mortar1.00Cum475.28Cum.475.28Cost of Cement180.00Kgs.5,400.00MT972.00Labour for mixing cement mortar (S. No.184, Pg.20)1.00Cum28.00Cum.28.001,475.28say1,475.00/ 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.1,475.281 Cum.295.06Brick layer 1st class0.42Nos.206.00each86.52Brick layer 2nd class0.98Nos.188.00each184.24Man mazdoor0.70Nos.146.00each102.20Woman mazdoor2.10Nos.146.00each306.602,576.41say2,576.00/ 1Cum.11Cost of Cement Mortars (1:5)Cost of Sand for mortar1.00Cum475.28Cum.475.28Cost of Cement288.00Kgs.5,400.00MT1,555.20Labour for mixing cement mortar (S. No.184, Pg.20)1.00Cum28.00Cum.28.002,058.48say2,058.00/ 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.2,058.48Cum.308.77Brick layer 1st class0.33Nos.206.00each67.98Brick layer 2nd class0.77Nos.188.00each144.76Man mazdoor0.50Nos.146.00each73.00Woman mazdoor1.10Nos.146.00each160.60755.11say755.00/ 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 lime (SSR Item No.187) Pg.No.200.05Cum.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.574.9457.50/ 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.390) 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.1,318.731Cum.1,213.23Cost of Sand for Mortor0.46Cum.475.281Cum.218.63Const of Cement165.60Kgs.5,400.00MT894.24Mason 1st class0.06Nos.206.00each12.36Mason 2nd class0.14Nos.188.00each26.32Man mazdoor1.40Nos.146.00each204.40Woman mazdoor1.80Nos.146.00each262.802,831.98/ 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 Reinforced Cement Concrete (1:2:4) using 20mm HBG chips (SS5)Cost of 20mm size HBG chips (SS5)0.92Cum.1,749.981Cum.1,609.98Cost of Sand for Mortor0.46Cum.475.281Cum.218.63Const 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.146.00each511.004,505.57/ 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.

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) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Eligible amount:850000Sl. 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%62774473.85%bUnpaved shoulder repair (Berms) / Surface drains maintenance / including gravelling berms7% to 13%9304310.95%cJungle clerance / tree and shrub trimming4% to 6%120001.41%dCulvert repairs / vents maintenance / parapet wall repairs / retaining wall repair, etc.,5% to 9%92381.09%eBridge repairs including expansion joints / bearings / parapets, etc.,2% to 4%00.00%fSign maintenance / guard stones maintenance / painting KM / HM stones7% to 13%510686.01%gOther Items (RCC pipes)4% to 6%00.00%--79309393.31%hProvision for VAT @ 4%31724iProvision for Technical agents2000jProvision for Insurance Premium2000kProvision for Price Adjustment10000lUnforeseen items such as DTP charges, Xerox charges, etc.11183850000Note :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:

D-A-Est.DETAILED CUM ABSTACT ESTIMATEName of the work:Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.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 enclosed78.003,680.00287,040.00287,040.00Cum./ 1 Cum.2Providing B.T. patch work with 10-11.20 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 enclosed48.005,319.00255,312.00255,312.00Cum./ 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 enclosed48.001,779.0085,392.0085,392.00Cum./ 1 Cum.627,744.00627,744.004Stripping 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 enclosed200003.0060,000.0060,000.00Sqm./ 1 Sqm.5Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete including seignioarge charges for finished item of work as per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge for cutting High berms and filling Low berms etc. complete.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 enclosed48.00676.0032,448.0032,448.00Cum/ 1 Cum93,043.0093,043.007Clearing light Jungle / Scrub Jungle from berms of the road embankmentAs per separate sheet enclosed60002.0012,000.0012,000.0012,000.00Sqm./ 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 enclosed3.002,576.007,728.007,728.00Cum/ 1 Cum9Plastering 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 enclosed20755.001,510.001,510.00Sqm./ 10 Sqm.9,238.0010Cost 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 enclosed1.00778.00778.00778.00Nos./ 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 enclosed10.00353.003,530.003,530.00Nos./ 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 enclosed50.00674.0033,700.0033,700.00Nos./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 enclosed800.0057.504,600.004,600.00Sqm10 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 enclosed200.00258.005,160.005,160.00Sqm./ 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 enclosed1,650.002.003,300.003,300.00NosEach51,068.0051,068.00-793,093.00783,855.0016Provosion for VAT @ 4%31,724.0031723.7217Provision for technical agents2,000.0018provision for Insurance premium2,000.00838,817.0019Provision for Price Adjustment10,000.0014,000.0020Unforeseen items such as DTP charges, Xerox charges, Advt. charges etc.11,183.00814750Total850,000.0011,183.00Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&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) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.1)Sub-Division:R&B Sub Division, Razole2)Section:R&B Section, Malikipuram3)Name of the Road:Kunavaram - Kesanapalli road from km 0/0 to 12/04)Classification:M.D.R.5)Length of the road:12.000 Kms.6)Road width:S.L. :12.00 kmI.L. :---D.L. :--7)Surface of the road:C.C. :-B.T. : 12.000 Kms.WBM :-UM: -8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be notedkm 0.000 to 6.00062011-12for last two years)km 9.000 to 12.00032011-129)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 Lane1212000144000b) Double Lane / Other Multi lane---15000---B) WBM / Gravel / Other Roads---6000---TOTAL144000Total Amount including 50% extra for Amalapuram Division21600010)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.1)Sub-Division:R&B Sub Division, Razole2)Section:R&B Section, Malikipuram3)Name of the Road:Kesavadasupalem - Kesanapalli road from km 0/0 to 14/04)Classification:O.D.R.5)Length of the road:14.000 Kms.6)Road width:S.L. : - 14.000 KmsI.L. : ---D.L. : ---7)Surface of the road:C.C. : --B.T. :14.000 Kms.WBM : ---UM:8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be notedfor 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 Lane1412000168000b) Double Lane / Other Multi lane---15000-B) WBM / Gravel / Other Roads---6000---TOTAL168000Total Amount including 50% extra for Amalapuram Division25200010)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.1)Sub-Division:R&B Sub Division, Razole2)Section:R&B Section, Malikipuram3)Name of the Road:Chintalamori - Gondi road from km 0/0 to 9/4254)Classification:O.D.R.5)Length of the road:9.425 Kms.6)Road width:S.L. : 9.425 KmsI.L. : ---D.L. : ---7)Surface of the road:C.C. : --B.T. : 9.425 Kms.WBM : ---UM:8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be notedkm 0.000 to 3.40032010-11for last two years)km 6.365 to 9.00032010-119)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 Lane912000113100b) Double Lane / Other Multi lane-15000-B) WBM / Gravel / Other Roads---6000---TOTAL113100Total Amount including 50% extra for Amalapuram Division16965010)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.1)Sub-Division:R&B Sub Division, Razole2)Section:R&B Section, Malikipuram3)Name of the Road:Lakkavaram - Sankaraguptam road from km 0/0 to 3/04)Classification:O.D.R.5)Length of the road:3.000 Kms.6)Road width:S.L. : - 3.000 kmsI.L. : --D.L. : ---7)Surface of the road:C.C. : --B.T. : 3.000 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 Lane31200036000b) Double Lane / Other Multi lane15000B) WBM / Gravel / Other Roads---6000---TOTAL36000Total Amount including 50% extra for Amalapuram Division5400010)Any other Remarks:Checkslip accompanying the detailed estimate for Road Maintenance worksfor the year 2012-2013Name of work :Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.1)Sub-Division:R&B Sub Division, Razole2)Section:R&B Section, Malikipuram3)Name of the Road:Visweswarayapuram - Gogannamatam road from km 0/0 to 10/64)Classification:O.D.R.5)Length of the road:10.600 Kms.6)Road width:S.L. : - 10.600 KmsI.L. : ---D.L. : ---7)Surface of the road:C.C. : --B.T. : 8.720 kmWBM : 1.880 kmUM:8)Recent improvements takenupStretchLengthDuring the year(under SRP/NABARD/CRF/Corenetwork/others)(Particulars shall be notedkm 2.800 to 8.72062012-13for 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 Lane912000104640b) Double Lane / Other Multi lane-15000-B) WBM / Gravel / Other Roads2600011280TOTAL115920Total Amount including 50% extra for Amalapuram Division17388010)Any other Remarks:ABSTRACTName of work :Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Sl. No.Name of the roadClassifi-cationEligibility amount as per G.O. (including 50% Addl. Grant)Restricted to 75% amount1Kunavaram - Kesanapalli road from km 0/0 to 12/0M.D.R.216000-2Kesavadasupalem - Kesanapalli road from km 0/0 to 14/0O.D.R.252000-3Chintalamori - Gondi road from km 0/0 to 9/425O.D.R.169650-4Lakkavaram - Sankaraguptam road from km 0/0 to 3/0O.D.R.54000-5Visweswarayapuram - Gogannamatam road from km 0/0 to 10/6O.D.R.173880---TOTAL865530-Restricted toOr SayRs 8,50,000/---Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : Amalapuram

Details (2)Name of the work :Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.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 HBG10-11.2 mm HBGJulifloraScrub jungleII Class BricksFly Ash BricksKMHMGuardwith primerwith out primer300 MM600 MMCumCumCumSqmSqmSqmCumCumCumCumSqmNos.Nos.Nos.SqmSqmSqmRMRM1Kunavaram - Kesanapalli road from km 0/0 to 12/03615---184,000---2,5002121---4135---50150400------2Kesavadasupalem - Kesanapalli road from km 0/0 to 14/06962,000---1,500291---4---28---30200500------3Chintalamori - Gondi road from km 0/0 to 9/4259392,000---1,000215------4---15---50150300------4Lakkavaram - Sankaraguptam road from km 0/0 to 3/024181210,000---500261---4---220---20150100------5Visweswarayapuram - Gogannamatam road from km 0/0 to 10/633---32,000---50026------4---212---50150350------Total784804820,00006,000104830201105002008001,6500.000.00CumCumCumCumSqmSqmSqmCumCumCumCumCumNos.Nos.Nos.SqmSqmSqmNosRMRMAsst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : Amalapuram

Sheet2KM wise Requirement of Patchwork quantities under Maintenance workName of work :Mtc of (a) Kunavaram - Kesanapalli road from km 0/0 to 12/0 (b) Kesavadasupalem - Kesanapalli road (via) Sankaraguptam, Chintalamori, Padamatipalem from km 0/0 to 14/0 (c) Chintalamori - Gondi road (via) Mori, Addalapalem from km 0/0 to 9/425 (d) Lakkavaram - Sankaraguptam road from km 0/0 to 3/0 (e) Visweswarayapuram - Gogannamatam road (via) Lakkavaram, Irusumanda, Gudapalli, Katrenipadu, Mutyalapalem from km 0/0 to 10/6 for the year 2012-13.Sl. No.KMKunavaram - Kesanapalli roadSl. No.KMKesavadasupalem - Kesanapalli roadSl. No.KMChintalamori - Gondi roadSl. No.KMLakkavaram - Sankaraguptam roadSl. No.KMVisweswarayapuram - Gogannamatam roadB.T. Patch work with 40MM HBGB.T. Patch work with 10 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 10 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 10 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 10 - 11.20MM HBGWMMB.T. Patch work with 40MM HBGB.T. Patch work with 10 - 11.20MM HBGWMM1km 1---1km 12.0003.000-1KM 1---1km 16.0006.00041km 11.0001.00012km 2---2km 22.0001.00022KM 2---2km 212.0006.00042km 21.0001.00013km 3---3km 3-2.00023KM 3---3km 36.0006.00043km 31.0001.00014km 4---4km 41.0002.00024KM 43.0001.00034km 4---5km 5---5km 51.0001.000-5KM 53.0001.00035km 5---6km 6---6km 6---6KM 63.0001.00036km 6---7km 712.0005.00067km 7---7KM 7---7km 7---8km 812.0005.00068km 8---8KM 8---8km 8---9km 912.0005.00069km 9---9KM 9---9km 9---10km 10---10km 10---10KM 10---10km 10---11km 11---11km 11---11km 11---12km 12---12km 12---13km 13---14km 14---TOTAL36.00015.000186.0009.00069.0003.000924.00018.000123.0003.0003Asst. Executive Engineer (R&B),Deputy Executive Engineer (R&B),Executive Engineer (R&B),R&B Section : MalikipuramR&B Sub-division : RazoleR&B Division : Amalapuram0.0000.000

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