Analysis of Rates (Nh-15 Barmer - Sanchor)

InputName of the ProjectNH-15, Barmer-Sanchor-Gujrat Border (Raj.State)Total Road Length160.332Km.BSR-Jodhpur 2012Half Road Length80.166Km.Lead for Plant10.00Km.Stone DustRs.90.00(BSR)10 mm AggreagateRs.475.00(BSR)20mm AggrgateRs.450.00(BSR)40 mm AggrgateRs.375.00(BSR)50 mm AggregateBoulderRs.350.00(BSR)Bitumen 60/70 (VG-30)Rs.38,010.00( Koyali Refinary)As on July 1, 2013Bitumen 80/100 (VG-10)Rs.37,210.00( Koyali Refinary)As on July 1, 2013CRMB 55Rs.37,660.00( Koyali Refinary)As on July 1, 2013Emulsion (Medium Setting)Rs.31,710.00(Panipat Refinary)As on July 1, 2013Overhead For Road Work8%Overhead For Bridge Work20%Contractors Profit10%

Structural SteelRs.55000.00(Market Rate)Hume Pipe 600mmRs.0.0Hume Pipe 900mmRs.0.0Hume Pipe 1000mmRs.4,800.00(Market Rate)Hume Pipe 1200mmRs.6,000.00(Market Rate)

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Labour ratesConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan 0NH-15, (Km. 153.00 to Km. 297.738) Ministry of Labour & Employment, Office of the Chief Labour Commissioner'(C) New Delhi, Order shall come into force w.e.f. 18-03.2013 (for B Area)Sl. No.Details of LabourUnitRate per day (Rs.) For Yr. 2011-2012Rate per day (in Rs.) including Variable Dearness Allowance payable w.e.f. 01.04.20131Mazdoor (Unskilled) / Bhistiper day135.00246.002Mazdoor ( Skilled)per day150.00328.003Mateper day150.00297.004Blacksmith per day250.00361.005Blasterper day150.00328.006Mason / Carpenter Grade- IIper day250.00361.007Fitterper day250.00361.00

each

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MachineryConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan

NH-15, (Km. 153.00 to Km. 297.738)

Hire Charges/ Usage Rate of MachinerySl. No.Data Book Ref NoName of EquipmentUnitRates as perBSR-Barmer for Year (2008-2009)Rates as per Data Book for year (2001-2002)Rate for Year 2013-2014 (Rates of Std. Data Book are with addition of 60% escalation )113Air Compressor 170-250 cfm #per hour0.0206.00330.00220Batch Mix HMP @ 75 tonne per hour0.08930.0014,288.00331 b)Batching plant @ 15-20 cum/hrper hour0.01200.001,920.00431a)Batching plant @ 30 cum/hrper hour0.01440.002,304.005*Batching plant @ 55 cum/hrper hour0.0M.R.4,000.006*Batching plant @ 175 cum/hrper hour0.0M.R.12,000.00728Bitumen boiler oil fired 1000 litreper hour0128.00205.00816Bitumen pressure distributorper hour0692.001,108.00937Concrete mixer 0.4/0.28 cum capacityper hour0.0150.00240.001033Concrete pump of 45 & 30 cum capacityper hour0.0165.00264.001134 c)Crane 3 tonnesper hour0.0230.00368.001234 b)Crane 35 tonnesper hour0.0550.00880.001334 a)Crane 80 tonnesper hour0.0825.001,320.00142Dozer D-80 -A 12per hour0.02400.003,840.00151Dozer D-50 -A 12 #per hour0.01423.002,277.001617Emulsion pressure distributorper hour0.0516.00826.001742 b)Electric generator 33 KVAper hour0.0240.00384.0018*Electric generator 63 KVAper hour-M.R.540.001942 a)Electric generator 100 KVAper hour0450.00720.0020*Electric generating set 125 KVAper hour0M.R.750.0021*Electric genarator 250 KVAper hour0M.R.1,250.00225Front end loader 1cum bucket capacityper hour0.0520.00832.0023*Grouting pump with agitatorper hour0.0M.R.300.00244Hydraulic excavator of 1 cum bucket capacityper hour0.0840.001,344.002540Integrated Stone Crusher (200 TPH)per hour0.011760.0018,816.002636Kerb Casting Machineper hour0.0200.00320.002730Mastic Cookerper hour0.040.0064.002815Mechanical Broomper hour0.0230.00368.00293Motor Grader per hour0.01545.002,472.0030*Mini Hot Mix Plant 6-10 TPHper hour0.0M.R.1,500.003123Paver finisher Mechanical 100 THP (paving of WMM, DLC) #per hour0.0629.001,007.003222Pave finisher hydrostatic with sensor controlper hour0.01725.002,760.003338Piling rig With Bantonite Pumpper hour0.03525.005,640.0034*Plate compactor/power rammerper hourM.R.50.003526Pneumatic rollerper hour0.0802.001,284.003641Prestressing jack with pump & Accessper hour0.083.00133.0037*Rotavator with Tractorper hourM.R.306.00388Smooth wheeled roller 8-10 tonne per hour0.0297.00476.0039*Slip form paver with electronic sensorper hourM.R.15,000.004025Tandem roller #per hour0.0738.001,181.004110Tractor trolleyper hour0.0234.00375.004210+12Ripperper hour0.0252.00404.004332Transit mixerper hour0.0600.00960.00446Tipper 5.5 cum capacityt.km0.01.742.78456Tipper / Dumper 10 Tonsper hour0.0200.00320.00467Vibratoty Roller 8-10 tonneper hour0.0994.001,591.0047*Water tankerper hourM.R.125.004814Wet mix plantper hour0.0777.001,244.004941Prestressing Jack with pump & Accessper hour0.083.00133.0050*Grouting pump with agitatorper hour0.0M.R.125.0051*Needle Vibrator/ Concrete vibratorper hourM.R.50.0052*Trailor 30 tonne capacity per hour-M.R.600.00536Tipper -5 cumper hour0.0200.00320.0054*Truckper hourM.R.450.005524Hydraulic Chip Spreaderper hour0.01700.002,720.00* Market Rate

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MaterialConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan 0NH-15, (Km. 153.00 to Km. 297.738) BASIC RATES OF MATERIALS Basic Rates of Material from Government of Rajasthan (PWD) BSR-2012 Circle : JODHPUR (Road Works)

Sr. No.BSR Item CodeDescriptionUnitMaterial Rates of BSR-Jodhpur (2012-13)Applicable Rates for Year 2013-20141M-056AC Pipe 100mm (1.0m Long)m35.0037.002M-061Aluminium sheeting (1.5mm thick)Sqm5,500.005,775.003M-072Binding WireKg60.0063.004Bitumen (Polymer Modified)tonneFinished Rate62,076.005M-042Blasting Material Kg55.0057.756M-079Brick 1st ClassNo.3.504.007CementTFinished Rate6,305.008M -092Compensation for Earth taken from private landCum30.0032.009M-087Corrosion Resistant Structural Steel Kg49.0052.0010M-089Credit for excavated rock found suitable for useCum100.00105.0011M-090Curing CompoundLitre90.0095.0012M-091Delineators from ISI certified firm as per the standard drawings given in IRC-79Each425.00447.0013M-094Electric DetonatorEach5.006.0014Farmyard ManureCumM.R.250.0015M-103Galvanised Structural SteelKg55.0058.0016M-104Gelatine 80 per centKg60.0063.0017M-078GI Pipe 100mm Dia.m200.00210.0018M-119H.T.StrandsTonne60,000.0063,000.0019M-118Hot Applied Thermoplastic Compound Density 2.10Litre74X2.1164.0020M-141Joint Filler boardSqm470.00494.0021M-096MS Clamps for 100mm Dia A.C. PipeNos.20.0021.0022M-130Nuts, Bolts & rivetst60,000.0063,000.0023M-131Paint (Synthetic Enamel)Litre240.00252.0024PlasticizerLitreM.R.100.0025M-152Reflectorising Glass BeadsKg60.0063.0026M-132Road Marking PaintLitre185.00195.0027M-174Steel Pipe 25 mm Diam40.0042.0028Steel Reinforcement (TMT Bars)TM.R.ERROR:#VALUE!29Steel Reinforcement (HYSD Bars)TM.R.ERROR:#VALUE!30M-178Strip Seal Expansion Jointm9,000.009,450.0031M-182Through or Bond StonesNos.15.0016.0032M-189WaterKl60.0063.0033M-142Precoated Stone Chips 13.2 mm nominal sizeCum425.00447.00M.R.Market Rate

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Borrow Area ChartConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan

NH-15, (Km. 153.00 to Km. 297.738)

Lead Chart for Borrow Area Locations for NH-15 (Barmer - Sanchor - Gujarat Border) in the State of Rajasthan

L/SL/S

153.000158.000163.000168.000173.000178.000183.000188.000193.000198.000203.000208.000213.000218.000223.000228.000233.000238.000243.000248.000253.000258.000263.000268.000273.000278.000283.000288.000293.000297.738

R/SR/S

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BarmerBahargora

START OF PROJECT ROAD

(71.600) END OF PROJECT ROAD Borrow Area No: 1 Chainage: 155+500 Side: L/SContact Person: Tagga Ram Mob: 9680253057 Type of Land: Pvt. LandArea: 10 acres Location: Mahabaar (Barmer)Depth: 12 ft.

5 Km Gujarat Border

2.8 Km Borrow Area No: 5 Chainage: 177+800 Side: L/SContact Person: Hanuman Ram Mob: 9929841977 Type of Land: Pvt. LandArea: 16 acres Location: Mehrampur HathitalaDepth: 10 ft.

3.5 Km Borrow Area No: 2 Chainage: 162+300 Side: R/SContact Person: Punma Ram Mob: 9649739810 Type of Land: Pvt. LandArea: 15 acres Location: KhurjaDepth: 10 ft.

0.3 Km Borrow Area No: 3 Chainage: 167+800 Side: R/SContact Person: Jaggu Ram Mob: 9950476651 Type of Land: Pvt. LandArea: 7 acres Location: Mahabarro Depth: 12 ft.

0.2 Km Borrow Area No: 4 Chainage: 173+100 Side: R/SContact Person: Bhawra RamMob: 8290860980 Type of Land: Pvt. LandArea: 10 acres Location: Lorti HaitDepth: 8 ft.

4.4 Km Borrow Area No: 7 Chainage: 191+000 Side: R/SContact Person: Mahesh Chaudhari Mob: 9414981403 Type of Land: Pvt. LandArea: 9 acres Location: Jakro ki dhani (Pusaniya ka Tala)Depth: 9 ft.

0.2 Km Borrow Area No: 8 Chainage: 198+200 Side: R/SContact Person: Majha Ram Mob: 9460818295 Type of Land: Pvt. LandArea: 6 acres Location: Mangta Depth: 8 ft.

1.1 Km Borrow Area No: 10 Chainage: 208+100Side: R/SContact Person: Kirta Ram Mob: 9680979894 Type of Land: Pvt. LandArea: 11 acres Location: Samiya ki beri (Balaser)Depth: 10 ft.

2.4 Km Borrow Area No: 11 Chainage: 214+400 Side: R/SContact Person: Gulabji Mob: 9660208217 Type of Land: Pvt. LandArea: 12 acres Location: Dillo ki Basti Depth: 15 ft.

2.4 Km Borrow Area No: 6 Chainage: 183+900 Side: L/SContact Person: Rattanlal Mob: 8890852228 Type of Land: Pvt. LandArea: 20 acres Location: SanawdaDepth: 12 ft.

2 Km Borrow Area No: 9 Chainage: 201+400 Side: L/SContact Person: Nagli Ram Mob: 9540120564 Type of Land: Pvt. LandArea: 12 acres Location: MangtaDepth: 12 ft.

2 Km Borrow Area No: 20 Chainage: 287+700 Side: L/SContact Person: Sahi Ram Mob: 9667334810Type of Land: Pvt. LandArea: 10 acres Location: SanchorDepth: 11 ft.

0.2 Km Borrow Area No: 12 Chainage: 224+200 Side: R/SContact Person: Megha Ram Mob: 94145300421 Type of Land: Pvt. LandArea: 8 acres Location: Dhorimania Depth: 8 ft.

3.5 Km Borrow Area No: 13 Chainage: 231+600 Side: R/SContact Person: S.R. Bishnoi Mob: 9660208217 Type of Land: Pvt. LandArea: 8 acres Location: SutaaberriDepth: 7 ft.

0.9 Km Borrow Area No: 14 Chainage: 238+100 Side: R/SContact Person: Babu Lal Mob: 9828138027 Type of Land: Pvt. LandArea: 10 acres Location: Bair Gaon Depth: 8 ft.

1.3 Km Borrow Area No: 15 Chainage: 245+500 Side: R/SContact Person: Channa RamMob: 9783268607 Type of Land: Pvt. LandArea: 7 acres Location: Ramji ka GhurDepth: 11 ft.

2.3 Km Borrow Area No: 17 Chainage: 259+600 Side: R/SContact Person: Ruppa Mob: 9828219908 Type of Land: Pvt. LandArea: 9 acres Location: Charneem (Devas) Depth: 10 ft.

3 Km Borrow Area No: 16 Chainage: 255+400 Side: R/SContact Person: Jai Kissan Mob: 8696575528 Type of Land: Pvt. LandArea: 10 acres Location: Keria Depth: 12 ft.

0.2 Km Borrow Area No: 18 Chainage: 265+000 Side: R/SContact Person: Harish Mob: 9672055570 Type of Land: Pvt. LandArea: 11 acres Location: Meethaa Beri Depth: 7 ft.

0.6 Km Borrow Area No: 19 Chainage: 276+400 Side: R/SContact Person: Hukma Ram Mob: 9571954145 Type of Land: Pvt. LandArea: 6 acres Location: GandhavDepth: 6 ft.

2.1 Km Borrow Area No: 21 Chainage: 295+800 Side: R/SContact Person: Paras Bhai Mob: 8003112782 Type of Land: Pvt. LandArea: 8 acres Location: Gardali Depth: 10 ft.

Borrow areaConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan

NH-15, (Km. 153.00 to Km. 297.738) LEAD CHART OF BORROW AREA

S.NoChainage of Proposed Alignment (km)SideLocation / Village NameLead from Proposed Alignment (km)Total LeadLead Formulation1153.00(a)(b)(a)(b)1155.50LHSMahabaar (Barmer )515.62522.78(5+(155.5-153)/2)*(155.5-153)(5+(162.3-155.5)/4)*(162.3-155.5/2)2162.30RHSKhurja3.517.6813.40625(3.5+(162.3-155.5)/4)*(162.3-155.5/2)(3.5+(167.8-162.3)/4)*(167.8-162.3/2)3167.80RHSMahabarro0.34.606254.30625(0.3+(167.8-162.3)/4)*(167.8-162.3/2)(0.3+(173.1-167.8)/4)*(173.1-167.8/2)4173.10RHSLorti Hait 0.24.041253.23125(0.2+(173.1-167.8)/4)*(173.1-167.8/2)(0.2+(177.8-173.1)/4)*(177.8-173.1/2)5177.80LHSMehrampur Hathitala2.89.3412513.19125(2.8+(177.8-173.1)/4)*(177.8-173.1/2)(2.8+(183.9-177.8)/4)*(183.9-177.8/2)6183.90LHSSanawda2.411.9712514.82125(2.4+(183.9-177.8)/4)*(183.9-177.8/2)(2.4+(191-183.9)/4)*(191-183.9/2)7191.00RHSJakro ki dhani (Pusaniya ka Tala)4.421.9212522.32(4.4+(191-183.9)/4)*(191-183.9/2)(4.4+(198.2-191)/4)*(198.2-191/2)8198.20RHSmangta0.27.21.6(0.2+(198.2-191)/4)*(198.2-191/2)(0.2+(201.4-198.2)/4)*(201.4-198.2/2)9201.40LHSmangta24.4812.31125(2+(201.4-198.2)/4)*(201.4-198.2/2)(2+(208.1-201.4)/4)*(208.1-201.4/2)10208.10RHSSamiya ki berri (Balaser)1.19.296258.42625(1.1+(208.1-201.4)/4)*(208.1-201.4/2)(1.1+(214.4-208.1)/4)*(214.4-208.1/2)11214.40RHSDillo ki Basti2.412.5212523.765(2.4+(214.4-208.1)/4)*(214.4-208.1/2)(2.4+(224.2-214.4)/4)*(224.2-214.4/2)12224.20RHSDhorimania0.212.9857.585(0.2+(224.2-214.4)/4)*(224.2-214.4/2)(0.2+(231.6-224.2)/4)*(231.6-224.2/2)13231.60RHSSutaaberri0.17.2155.60625(0.1+(231.6-224.2)/4)*(231.6-224.2/2)(0.1+(238.1-231.6)/4)*(238.1-231.6/2)14238.10RHSBair Gaon0.98.2062510.175(0.9+(238.1-231.6)/4)*(238.1-231.6/2)(0.9+(245.5-238.1)/4)*(245.5-238.1/2)15245.50RHSRamji Ka Ghur 1.311.65518.68625(1.3+(245.5-238.1)/4)*(245.5-238.1/2)(1.3+(255.4-245.5)/4)*(255.4-245.5/2)16255.40RHSKeria327.101258.505(3+(255.4-245.5)/4)*(255.4-245.5/2)(3+(259.6-255.4)/4)*(259.6-255.4/2)17259.60RHSCharneem(Devas)2.37.0359.855(2.3+(259.6-255.4)/4)*(259.6-255.4/2)(2.3+(265-259.6)/4)*(265-259.6/2)18265.00RHSMeethaa Beri0.24.18517.385(0.2+(265-259.6)/4)*(265-259.6/2)(0.2+(276.4-265)/4)*(276.4-265/2)19276.40RHSGandhav0.619.66519.35125(0.6+(276.4-265)/4)*(276.4-265/2)(0.6+(287.7-276.4)/4)*(287.7-276.4/2)20287.70LHSSanchor227.2612516.30125(2+(287.7-276.4)/4)*(287.7-276.4/2)(2+(295.8-287.7)/4)*(295.8-287.7/2)21295.80RHSGardali2.116.706255.947722(2.1+(295.8-287.7)/4)*(295.8-287.7/2)(2.1+(297.738-295.8)/2)*(297.738-295.8)297.74260.69875259.556472

Total520.26

Av. Lead (520.26/(297.738-153)3.59Km.

Say Rs4.00Km.

4.00

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Chart G.S.B.ERROR:#REF!ERROR:#REF!ERROR:#REF!LEAD CHART OF G.S.B. MATERIALSERROR:#REF!

Start of Project (Bheem)00.00 Km.75.00 Km.00000.50.50(2+54/2)*54 =1,566.00000

Sindru Quarry2 km.000169+000114570.557.56555

(2+75.12/2)*75.12 =2,971.75

000

1146555End of Project (Gulabpura)75.00 km.

Total4,537.75

Av. Lead (4537.75/75.00)60.50Say61.00Km.

Stone ChartConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan

NH-15, (Km. 153.00 to Km. 297.738)

Lead Chart for Aggregate Quarry Locations for NH-15 (Barmer - Sanchor - Gujarat Border) in the State of Rajasthan

L/SL/S

153.000156.000163.000168.000173.000178.000183.000188.000193.000198.000202.200208.000213.000218.000223.000228.000233.000238.000243.000248.000253.000258.000263.000268.000273.000278.000283.000288.000293.000297.738

R/SR/S

Total Lead 5489.81Quarry 1(13.5+(202.200-156)/4 )*(202.200-156)/2578.655Average Lead=________________________________________=37.93(13+(156-153.00)/2)*(156-153.00)45Total Project length144.738

Quarry3(.3+(202.200-156)/4)*(202.200-156)/2273.735(.3+(297.738-200.200)/2)*(297.738-202.200)4592.416122Average Lead=38 KmSayTotal5489.81

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Barmer Gujarat Border

Quarry No: 3 Chainage: 202+200Side : L/S Source: Mangta QuarryContact Person: Shyam Singh Mobile: 9636750055 Qty. (approx.) (sq.m): Lead: 0.3 Km from CH 202+200250 x 300 Aggregate Size: BoulderNo. of Bags - 10.3 KmQuarry No: 2 Chainage: 156+000Side : R/SSource: Marudi (Barmer)QuarryContact Person: Viratra Stone Crusher (Ven Singh)Mobile: 8875004262 Qty. (approx.) (sq.m): Lead: 14 Km from CH 156+000 300 x 300 Aggregate Size: 40 mm, 20 mm, 10 mm, Dust No. of Bags - 5 Quarry No: 1 Chainage: 156+000 Side : R/SSource: Marudi (Barmer) QuarryContact Person: Shiv Shakti Stone CrusherMohan Singh Raj PurohitMobile: 9414108699 Qty. (approx.) (sq.m): Lead: 13 Km from CH 156+000 400 x 400 Aggregate Size: 40 mm, 20 mm, 10 mm, DustNo. of Bags - 33 14 Km13 Km

G.S.B.Consultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738)

Loading, Unloading & Carriage Rates as per AnalysedTotal Lead = =38.00Km.Lead for Metalled RoadCum/ KmKm. in (Rs.)Cartage 2nd Km to 10 th Km @4.169.0037.44Cartage 10 th Km to 20 th Km @3.6510.0036.50Cartage 20 th Km and Above @3.1418.0056.52Loading & UnloadingLoading & Unloading of material by Mechanical Meanscum64.00/CumcumSub Total194.00

Say Rs194.00/CumG.S.B. Rate from BSR-JODHPUR 2012M013M017M022DescriptionUnitG.S.B. Material53-9.5 mm.9.5-2.36 mm2.36 mm. BelowBasic rate at plantm3150.00120.0090.00Loading, unloading & haulage costm3194.00194.00194.00Add 5% Escalation for Year 2013-1417.2015.7014.20Total Cost (Rs.)m3361.00330.00298.00

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AggragateConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) Stone Aggregate From Quarry

Loading, Unloading & Carriage Rates as per Analysed

Total Lead38.0Km.Lead for Metalled RoadCum/ KmKm.Rs.Cartage 2nd Km to 10 th [email protected] 10 th Km to 20 th [email protected] 20 th Km and [email protected] & UnloadingLoading unloading of material by Mechanical Meanscum64.00

Sub Total194.46Say194.00 Rates of Aggregates as per Basic Schedule of Rates for PWD Circle, JodhpurM003M002M049M046M031M044M040M055M053M051M030DescriptionUnitBoulder minimum size of 300 mm.Quarry Spall37.5-25 mm.25-10 mm.22.4-2.36 mm.13.2-10mm.10-5 mm.40 mm.20 mm.10 mm.Stone Dust (below 5.6 mm)Basic Rates at Plantm3350.00250.00400.00475.00350.00475.00140.00375.00450.00475.0090.00Loading, Unloading & Cartagem3194.00194.00194.00194.00194.00194.00194.00194.00194.00194.00194.00Add 5% Escalation for Year 2013-1427.2022.2029.7033.4527.2033.4516.7028.4532.2033.4514.20Adopted Cost (Rs.)m3571.00466.00624.00702.00571.00702.00351.00597.00676.00702.00298.00

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Chart sandConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan

NH-15, (Km. 153.00 to Km. 297.738)

Lead Chart for Sand Sources for NH-15 (Barmer - Sanchor - Gujarat Border) in the State of Rajasthan

L/SL/S153.000158.000163.000168.000173.000178.000183.000188.000193.000198.000203.000208.000213.000218.000223.000228.000233.000238.000243.000248.000253.000258.000263.000268.000273.000278.000283.000288.000293.000297.738R/SR/SLead OF Quarry From 153=82152.9Half Project Length=72.369118.13Av. Lead (189.01/33.00)154.369Km.10507.68say155Km.10625.8169.50

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BarmerBahargora

START OF PROJECT ROAD

(71.600) Sand Source No.: 1Chainage: 153+000Location: SindriSource: Luni River82 Km from CH 153+000Gujarat Border

sand, BrickConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan 0NH-15, (Km. 153.00 to Km. 297.738) Loading, Unloading & Carriage Rates as per AnalysedTotal Lead=155.0Km.

Lead for Surfaced RoadRs.Cartage 2nd Km to 10 th [email protected] 10 th Km to 20 th Km3.6510.0036.50Lead Beyond 20 km3.14135.00423.90Loading & UnloadingLoading Unloading of material by mechanical meanscum64.0064.00cumAs per SORSub Total561.84 TotalSay Rs562.00/Cum

Coarse Sand from BSR-Jodhpur (2012)DescriptionUnitCoarse SandBasic rate at plant M-004m3300.00BricksRs.4.00Per No.M -079Loading, unloading & haulage costm3562.00Add 5% Esacalation for Year 2013-14m343.10Total Cost (Rs.)m3905.00

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cementConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) Loading, Unloading & Carriage Rates as per Basic Schedule of Rates for PWD Circle, Ajmer September 2011, Page 14 & 15

Total Lead (144.738 /2 )=72.0Km.(Half of Project Road Length)72.87Lead for Surfaced RoadRs (t/Km)KmIn (Rs)Cartage 2nd Km to 10 th Km2.749.0024.66Cartage 10 th Km to 20 th Km2.4010.0024.00Lead Beyond 20 km2.0552.00106.60Add 5% Escalation for Year 2013-147.76Loading & UnloadingLoading & Unloading of material by Mannual meanstone142.00

(As per Analysed)Sub Total305.02Adding 5% Escalation0.0TotalSay Rs305.00Rs/T

Cement from Market RateDescriptionUnitCement (Rs.)Market Rate M.T.6000.00Adding 5% escalationLoading, unloading & haulage costM.T.305.00Total Cost (Rs.)M.T.6305.00

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steelConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) Loading, Unloading & Carriage Rates as per Analysed

Total Lead (144.738 /2 )72.0Km.

Lead for Metalled RoadRs (t/Km)Kmin Rs.Cartage 2nd Km to 10 th [email protected] 10 th Km to 20 th Km2.410.0024.00Lead Beyond 20 km2.0552.00106.60Add 5% Escalation for Year 2013-147.76Loading & UnloadingLoading & Unloading tone142.00/t(As Per Analysed)

Total305.02Adding 5% Escalation0.00Say Rs305.00/tSteel from Market Rate (SAIL) March 2013DescriptionUnitSteel (Rs.)Market RateM.T.49,025.00

Loading, unloading & haulage costM.T.305.00Total Cost (Rs.)M.T.49,330.00

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BitumenConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) ERROR:#REF!BITUMENSource Refinery from KoyaliKoyali to Sanchor354.0Km.Half project length72.4Km.Total Lead426.37Km.

EMULSIONSource Refinery from PanipatPanipat to Barmer795.0Km.Half of Project Road Length72.37Km.Total Lead867.37Km.

Carriage Rates as per Analysed

Bitumen source fromKoyali refineryRs.Cartage 2nd Km to 10 th Km2.749.0024.66Cartage 10 th Km to 20 th Km2.410.0024.00Lead Beyond 20 km2.05406.37833.06Add 5% Escalation for Year 2013-1444.09Total Cartage from Koyali refinery925.80

Total926.00

Emulsion source from Panipat refineryRs.Cartage 2nd Km to 10 th Km2.749.0024.66Cartage 10 th Km to 20 th Km2.410.0024.00Lead Beyond 20 km2.05847.371,737.11Add 5% Escalation for Year 2013-1489.29

Total Cartage from Panipat refinery1,875.05

Total1,875.00

Basic Rates from as per IOC Applicable from : Sept 1, 2013DESCRIPTIONUnitBasic Rates (a)Excise duty 14.42% *(a) = (b)CST (a+b)*2 % = (c.)Cartage (d)Entry Tax (a+b+c) *4% = (e) Rate at Site (a+b+c+d+e) (Rs.)PMB-40M.T.50,380.007,264.801,152.90926.002,351.9162,076.00Rs/TonneCRMB-60M.T.40,350.005,818.47923.37926.001,883.6749,902.00Rs/TonnekoyaliVG-30M.T.41,180.005,938.16942.36926.001,922.4250,909.00Rs/TonnekoyaliEmulsion(Medium)M.T.34,180.004,928.76782.181,875.001,595.6443,362.00Rs/TonnePanipatVG-10M.T.40,380.005,822.80924.06926.001,885.0749,938.00Rs/TonnekoyaliVG-40M.T.40,810.005,884.80933.90Rs.1,905.1549,534.00Rs/Tonnekoyali

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PipeConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) Rate for Hume pipeTotal Lead (144.738 /2 )=72.0Km.Lead for Metalled Road (per Pipe)Diameter of Pipe (NP4)10001200Thickness of pipe0.1150.120Volume of 1 m length of Pipe0.4030.498Length of Pipe2.52.5Quantity in one Pipe1.0071.244Weight / Pipe in T2.4172.986Loading Unloading Per T142.00142.00Cartage KMt/KmCartage 2nd Km to 10 th Km9.02.7459.6073.63Cartage 10 th Km to 20 th Km10.02.4058.0171.66Lead Beyond 20 km52.02.05257.65318.28Cost /Pipe 375.26463.57

RCC Pipe NP-4 Rates as per SORDescriptionUnitSize1000 mm1200 mm.Cost As per SORper pipe12,000.0015,000.00Loading & Unloading Costper pipe343.21423.98Haulage Costt.km375.26463.57Add 5% Escalation for Year 2013-14635.92794.38Total Cost per Pipeper pipe13,354.0016,682.00Total Cost per Metreper Metre5,342.006,673.00

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CartConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan

NH-15, (Km. 153.00 to Km. 297.738)

ANALYSIS OF RATESCHAPTER-01 ACartage And Loading UnloadingSl. No.Ref. MoRTH Spec.DescriptionUnitQuantityRate (Rs.)Cost (Rs.)Remarks0.01Loading and Unloading of Stone Boulder/Stone/ Aggregates/Sand/Kanker/Moorum.a)Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return tripUnit = cumTaking output = 5.5 cum Time required fori) Positioning of tipper at loading point1 Minii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour 13 Miniii) Maneuvering, reversing, dumping and turning for return 2 Miniv) Waiting time, unforeseen contingencies etc4 MinTotal20 Mina)MachineryTipper 5.5 tonnes capacityhour0.33320.00105.60Front end-loader 1 cum bucket capacity @ 25 cum/hourhour0.33832.00274.56b)Overhead @ 0%On (a)0.00c)Contractors Profit @ 0%On (a+b)0.00Cost for 5.5 cum = a+b+c380.16Rate per cum = (a+b+c)/ 5.5Say Rs69.00/cumUnloading will be by tipping.

a)Loading and Unloading of Cement or Steel By manual means and stacking Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return tripUnit = tonneTaking output = 10 tonnesa) LabourMateday0.08297.0023.76Mazdoor for loading and unloadingday2.00246.00492.00b) MachineryTruck 10 tonne capacityhour2.00450.00900.00c)Overhead @ 0%On (a+b)0.00d)Contractors Profit @ 0%On (a+b+c)0.00Cost for10 Tonnes = a+b+c+d1415.76Rate per Tonnes= (a+b+c+d)/ 10Say Rs142.00/T

Rate per t.km = (a+b+c)/100Say Rs2.78T/Km

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Site clearanceConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan

NH-15, (Km. 153.00 to Km. 297.738)

ANALYSIS OF RATESCHAPTER-1SITE CLEARANCE AND DISMANTLINGSl. No.Ref. MoRTH Spec.DescriptionUnitQuantityRate (Rs.)Cost (Rs.)Remarks1.00SITE CLEARANCE AND DISMANTLINGCutting of trees ,including cutting of Trunks ,Branches and Removal1.01201Cutting of trees ,including cutting of trunks branches and removal of stumps,roots stacking of serviceble material with all lifts and upto a lead of 1000m and earth filling in the depression pit as per Technical Specifications Clause 201i)Girth from 300mm to 600mm

Unit = Each

a)Labour

Mateday0.02297.005.94Mazdoor for cutting trees including cutting, refillling, compaction of backfilling and stacking of servicable materials within 1000m lead by manual means day0.60246.00147.60153.54

b)MachineryTractor-trolleyhour0.10375.0037.50

c)Overhead @ 8%On (a+b)15.28

d)Contractors Profit @ 10%On (a+b+c)20.63

Rate for each tree = a+b+c+d226.96Say Rs227.00eachOnly Removal of stumps Say114.00each

ii)Girth above 600 mm to 900 mmUnit = Each

a)Labour

Mateday0.04297.0011.88Mazdoor for cutting trees including cutting, refillling, compaction of backfilling and stacking of servicable materials within 1000m lead by manual means day0.90246.00221.40233.28b)MachineryTractor-trolleyhour0.30375.00112.50



Rate for each tree = a+b+c+d410.79

Rate for each treeSay Rs411.00eachOnly Removal of stumps Say205.50each

iii)Girth from 900 mm to 1800 mm

Unit = Each

a)Labour

Mateday0.08297.0023.76Mazdoor for cutting trees including cutting, refillling, compaction of backfilling and stacking of servicable materials within 1000m lead by manual means day2.00246.00492.00515.76




Rate for each tree = a+b+c+d790.92

Say Rs790.00eachOnly Removal of stumps =Say 395.00each

iv)Girth above 1800mmUnit = Each

a)Labour

Mateday0.16297.0047.52

Mazdoor for cutting trees including cutting, refillling, compaction of backfilling and stacking of servicable materials within 1000m lead by manual means day4.00246.00984.001031.52




Rate for each tree = a+b+c+d1492.75Say Rs1493.00each

Only Removal of stumps =Say 745.00each

1.02201Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings ans trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unservicable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness.Unit = HectareTaking output = 1 Hectare

II)By Mechanical Means :a)LabourMateday0.16297.0047.52Mazdoorday4.00246.00984.001031.52b)MachineryDozer 80 HP with attachment for removal of trees hour10.003840.0038400.00and stumpsTractor-trolleyhour1.00375.00375.00



Rate per hectare = a+b+c+d47290.15Say Rs47290.00per hect

1.03202Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking servicable and unserviceable materials seperately

Unit = CumTaking output = 1.25 cum

(A)Bituminous coursesUnit = cumTaking output = 1 cum

a)LabourMateday0.060297.0017.82Mazdoor for dismantling, loading and day1.50246.00369.00unloading386.82




Rate per cum = a+b+c+d628.83Say Rs629.00/ Cum

(B)Granular coursesUnit = cumTaking output = 1 cum





Rate per metre = a+b+c+d453.38Say Rs453.00/ Cum

1.04202Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantledmaterial, disposal of unservicable material and stacking the servicable material with all lifts and lead of 1000 metresUnit = CumTaking output = 1.25 cum

I)Dismantling of Brick/ Tile workIn cement mortar(A)a)LabourMateday0.03297.008.91Mazdoor for dismantling, loading and unloadingday0.75246.00184.50193.41b)MachineryTractor-trolleyhour0.27375.00101.25



Cost for 1.25 cum = a+b+c+d350.06

Rate per cum = (a+b+c+d)/1.25280.04Say Rs280.00/ Cum

(B)Dry brick pitching or brick solinga)LabourMateday0.014297.004.16Mazdoor for dismantling, loading and unloadingday0.35246.0086.1090.26b)MachineryTractor-trolleyhour0.27375.00101.25


d)Contractor's profit @ 10 % on (a+b+c)20.68



II)Lime/ Cement concrete(A)Cement concrete grade M-15 and M-20a)LabourMateday0.02297.005.94Mazdoor for loading and unloadingday0.25246.0061.50Mazdoor with pneumatic breakerday0.25246.0061.50128.94b)MachineryAir compressor 250 cfm with 2 leads of pneumatichour0.67330.00221.10breaker @ 1.5 cum per hour Tractor - trolleyhour0.27375.00101.25c)Overhead @ 8%On (a+b)36.10


Cost for 1.25 cum = a+b+c+d536.13Rate per cum = (a+b+c+d)/1.25428.91Say Rs429.00/ Cum(B)Prestressed / reinforced cement concrete gradeM-20 and abovea)LabourMateday0.05297.0014.85Mazdoor with pneumatic breakerday0.66246.00162.36Blacksmithday0.25361.0090.25Mazdoor for loading and unloadingday0.25246.0061.50328.96

b)MachineryAir compressor 250 cfm with 2 leads of pneumatichour1.00330.00330.00breaker @ 1.0 cum per hour

Tractor - trolleyhour0.27375.00101.25431.25





III)Rubble stone masonry in cement mortar(A)a)LabourMateday0.03297.008.91Mazdoor for loading and unloadingday0.75246.00184.50193.41b)MachineryTractor - trolleyhour0.27375.00101.25



Cost for 1.25 cum = a+b+c+d350.06Rate per cum = (a+b+c+d)/1.25280.04Say Rs280.00/ Cum(B)Dismantling stone pitching dry stonea)LabourMateday0.016297.004.75Mazdoor for dismantling, loading and unloadingday0.40246.0098.40103.15b)MachineryTractor - trolleyhour0.27375.00101.25c)Overhead @ 8%On (a+b)16.35d)Contractors Profit @ 10%On (a+b+c)22.08Cost for 1.25 cum = a+b+c+d242.83Rate per cum = (a+b+c+d)/1.25194.26Say Rs194.00/ CumIV)Removing all types of Hume Pipes and Stacking within a load of 1000 metres including earhtwork and dismantling of masonry worksUnit = 1 metreTaking output = 1 metre

_A)Upto 600 mm diaa)LabourMateday0.02297.005.94Mazdoorday0.52246.00127.92133.86

b)Overhead @ 8%On (a)10.71

c)Contractors Profit @ 10%On (a+b)14.46

Rate per metre = a+b+c159.03Say Rs159.00/ m

B)Above 600 mm to 900mm diaa)LabourMateday0.03297.008.91Mazdoorday0.70246.00172.20181.11




Above 900 mm a)LabourMateday0.05297.0014.85Mazdoorday1.20246.00295.20310.05




VIDismantling of guard rails by manual means and disposal of dismantled materials with all lifts andupto a lead of 1000 metres, stacking servicablematerials and unservicable materials seperately

Unit = running metreTaking output = 1 metre





Rate per metre = a+b+c+d68.23Say Rs68.00per metre

VIIDismantling of kerb stone by manual means and disposal of dismantled materials with all lifts andupto a lead of 1000 metres

Unit = running metreTaking output = 10 metre





Cost for 10m = a+b+c+d136.47Rate per metre = (a+b+c+d)/1013.65Say Rs14.00per mtere

VIIIDismantling of kilometre stone including cutting ofearth, foundation,.and disposal of dismantled materialswith all lifts and upto a lead of 1000 metres andbackfilling of pit

Unit = EachTaking output = one KM stone

5th KM stonea)LabourMateday0.13297.0038.61Mazdoor day0.75246.00184.50223.11




Rate for 5th KM stone = a+b+c+d398.70Say Rs. 399/5th KM stone

Ordinary Km stonea)LabourMateday0.02297.005.94Mazdoor day0.50246.00123.00128.94




Rate for one KM stone = a+b+c+d220.01Say Rs. 220/one KM stone

Hectometer stonea)LabourMateday0.004297.01.19Mazdoor day0.10246.024.6025.79




Rate for Hectometer stone = a+b+c+d39.55Say40.00(IX)Dismantling of barbed wire fencing/wire meshfencingincluding posts, foundation concrete,backfilling of pit bymanual means including disposal of dismantled materialswith all lifts andupto a lead of 1000 metres, stacking ofservicable and unservicable material seperatelyUnit = running metreTaking output = 30 metres

a)LabourMateday0.150297.044.55Mazdoor including loading and uloadingday3.00246.0738.00Blacksmithday0.75361270.75

b)MachineryTractor-trolleyhour0.1537556.25



Cost for 30 metres = a+b+c+d1318.15

Rate per metre = (a+b+c+d)/3043.94Say Rs. 44/m

1.04305.4.3Scarifying Existing Bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts andlead upto 1000 metresUnit = sqmTaking output = 100 sqm

a)LabourMateday0.01297.002.97Mazdoorday0.25246.0061.50

b)MachineryTractor with ripper attachment @ 60 cum per hourhour0.080779.0062.32Front end loader 1 cum bucket capacity @ 25 cumhour0.200832.00166.40per hourTipper 5.5 cum capacity, 4 trips per hourhour0.230320.0073.60



Cost for 100 Sqm = a+b+c+d435.75

Rate sqm = (a+b+c+d)/1004.36Say Rs. 4/sqm

1.05Clause 202Disposal of unserviceable material by Mechanical Transportbeyond initial lead of 1 km upto 5 km as per directions of theEngineer including all leads and lifts as per TechnicalSpecifications Clause 202Cum.Km.

From 2nd to 5th km(44-38)/41.5Say Rs. 2.0 per Cum.Km

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EarthworkConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) ANALYSIS OF RATESCHAPTER-2EARTH WORKSl. No.Ref. MoRTH Spec.DescriptionUnitQuantityRate (Rs.)Cost (Rs.)Remarks

2.00EARTH WORK

2.01305Stripping and Storing Top SoilStripping storing of top soil by road side at 15m internaland reapplication on embankment slopes, cut slopes and other areas in localities where the available embankmentmaterial is not conducive to plant growth.Unit= cumTaking output = 10 cum

(a)LabourMateday0.20297.0059.40Mazdoorday5.00246.001230.001289.40(b)MachinaryDozer 80 hp @100 cum per hourhour0.101344.00134.40

Overheads @ 8% on (a+b)113.90

(d)Contractor's profit @ 10% on (a+b+c)153.77

Cost for 10 cum = a+b+c+d1691.47

Rate per cum = (a+b+c+d)/10Say169.00

2.01301i)For ordinary soilExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections.

Unit = cumTaking output = 360 cum

a)LabourMateday0.08297.0023.76Mazdoorday2.00246.00492.00515.76

b)MachineryHydraulic excavator 0.9 cum bucket capacity @ 60 cum per hourhour61344.008064.00Tipper 5.5 cum capacity, 4 trips per hour.hour16320.005120.00c)Overhead @ 8%On (a+b)1095.98



Rate per cum = (a+b+c+d)/36045.21Say Rs46.00/cum

ii)For ordinary rock301Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres), trimming bottom and side slopes in accordance with the requirement of lines, grades and cross sections.


a)LabourMateday0.12297.0035.64Mazdoorday3.00246.00738

b)MachineryDozer, 80 HP @ 30 cum per hourhour6.001344.008064





iii)For hard rock (blasting)Excavation for roadway in hard rock (requiring blasting ) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections loading and disposal of cut road with in all lifts and leads upto 1000 metres.


a)LabourMateday0.22297.0065.34Mazdoorday3.00246.00738.00Blasterday2.00328.00656.00Drillerday0.25328.0082.00

b)MachineryDozer, 50 HP @ 30 cum per hourhour6.001344.008064.00Air compressor, 250 cfm with 2 jack hammerhour6.00330.001980.00Front end loader 1 cum bucket capacityhour6.00832.004992.00Tipper 10 tonne capacityhour11.25320.003600.00

c)MaterialsGelatine 80 per centkg6363.003969.00Electric Detonators @ detonator for 2-gelatineEach2526.001512.00sticks of 125 gms eachCredit for excavated rock found suitable for usecum90.0105.00-9450.00 @ 50 per cent of excavated quantityd)Overhead @ 8%On (a+b+c)1296.676750e)Contractors Profit @ 10%On (a+b+c)1750.5057031047Cost for 180 cum = a+b+c+d19255.51

Rate per cum = (a+b+c+d)/180106.98Cost for one cumSay Rs107.00/cum

iv)Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross - sections

MechanisedUnit = cumTaking output = 36 cuma) LabourMateday0.4297.00118.80Mazdoor for trimming slopes including manual day10.0246.002460.00

b) MachineryHydraulic excavator with rock breaker hour6.01344.008064.00attachment @ 6cum per hourTipper 5.5 cum capacity, 1 trip per hour.hour6.5320.002080.00

Credit for excavated rock found suitable for usecum18.0105.00-1890.00 @ 50 per cent of excavated quantity

d)Overhead @ 8%On (a+b)866.62

e)Contractors Profit @ 10%On (a+b+c)1169.94



2.02305Construction of embankment with approved material obtained from borrowpits with all leads and lifts,transporting to site, spreading, grading to required slopeand compacting to meet requirement of Table 300-2Unit = cumTaking output = 100 cum

a)LabourMateday0.04297.0011.88Mazdoorday1.00246.00246.00257.88b)MachineryHydraulic Excavator 1 cum bucket capacity @ 60 hour1.671344.002244.48cum per hour Tipper 10 tonne capacityt.km160X42.7841781.76L= 4.00Add 10% of cost of carriage to cover cost of178.18loading and unloadingDozer 80 HP for spreading @ 200 cum per hourhour0.503840.001920.00Motor grader for grading @ 100 cum per hourhour1.002472.002472.00Water tanker 6 KL capacityhour4.00125.00500.00Vibratory roller 8-10 tonnes @ 100 cum per hourhour1.001,591.001591.0010687.42c)MaterialCost of waterKL2463.001512.00Compensation for earth taken from private landcum10032.003200.004712.00

d)Overhead @ 8%On (a+b+c)1252.58

e)Contractors Profit @ 10%On (a+b+c+d)1690.99

Cost for 100 cum = a+b+c+d+e18601.00

Rate per cum = (a+b+c+d+e)/100186.01Say Rs 186.00/cum305Construction of embankment with Sand with all leads and lifts,transporting to site, spreading, transporting to site, spreading, grading to required slopeand compacting to meet requirement of Table 300-2Cum


a)LabourMateday0.04297.0011.88Mazdoorday1.00246.00246.00

b)Machinery

Dozer 80 HP for spreading @ 200 cum per hourhour0.503840.001920.00

Motor grader for grading @ 100 cum per hourhour1.002472.002472.00

Water tanker 6 KL capacityhour4.00125.00500.00

Vibratory roller 8-10 tonnes @ 100 cum per hourhour1.001,591.001591.00

c)MaterialCost of waterKL2463.001512.00Sandcum100ERROR:#REF!ERROR:#REF!

d)Overhead @ 8%On (a+b+c)ERROR:#REF!

e)Contractors Profit @ 10%On (a+b+c)ERROR:#REF!

Cost for 100 cum = a+b+c+d+eERROR:#REF!

Rate per cum = (a+b+c+d)/100ERROR:#REF!Say Rs ERROR:#REF!2.03305Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2Unit = 1 SqmTaking output = 100 cuma)LabourMateday0.02297.005.94Mazdoor day0.50246.00123.00128.94b)MachineryDozer 80 HP for spreading @ 200 cum per hourhour0.503840.001920.00Motor grader for grading @ 100 cum per hourhour1.002472.002472.00Water tanker 6 KL capacityhour4.00125.00500.00Vibratory roller 8-10 tonnes @ 100 cum per hourhour1.001591.001591.006483.00c)MaterialCost of water KL2463.001512.00d)Overhead @ 8%On (a+b+c)649.92e)Contractors Profit @ 10%On (a+b+c+d)877.39Cost for 100 cum = a+b+c+d+e9651.00Rate per cum = (a+b+c+d+e)/10096.51Say Rs 97.00/cum

2.04305Consruction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 Unit = cumTaking output = 100 cuma)LabourMateday0.04297.0011.88Mazdoorday1.00246.00246.00257.88b)MachineryHydraulic Excavator 1 cum bucket capacity @ 60 hour1.671344.002244.48cum per hour Tipper 10 tonne capacityt.km175X42.7841948.80L=4Add 10% of cost of carriage to cover cost ofloading and unloading194.88Dozer 80 HP for spreading @ 200 cum per hourhour0.503840.001920.00Motor grader for grading @ 50 cum per hourhour2.002472.004944.00Water tanker 6 KL capacityhour4.00125.00500.00Vibratory roller 8-10 tonnes @ 100 cum per hourhour1.251,591.001988.7513740.91c)MaterialCost of waterKL2463.001512.00Compensation for earth taken from private landcum10032.003200.004712.00d)Overhead @ 8%On (a+b+c)1496.86e)Contractors Profit @ 10%On (a+b+c+d)2020.77Cost for 100 cum = a+b+c+d+e22228.42Rate per cum = (a+b+c+d+e)/100222.28Say Rs 222.00/cum2.05407Filling in median/island with approved material with all leads and lifts complete as per Technical Specifications Clause 408Unit = cumTaking output = 21 cuma)LabourMateday0.24297.0071.28Mazdoorday6.00246.001476.001547.28b)MachineryPlate Compactorhour6.0050.00300.00Water tanker 6 KL capacityhour1.00125.00125.00425.00c)MaterialCost of waterKL6.0063.00378.00d)Overhead @ 8%On (a+b+c)188.02e)Contractors Profit @ 10%On (a+b+c+d)253.83Cost for 21 cum = a+b+c+d+e2792.13Rate per cum = (a+b+c+d+e)/21132.96Say Rs 133.00/cum2.06305.3.4Compacting Original groundLoosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet the requirement of Table 300-2 for subgrade constructionUnit = cumTaking output = 600 cuma)LabourMateday0.12297.0035.64Mazdoorday3.00246.00738.00773.64b)MachineryTractor with ripper attachmenthour9.00779.007011.00Motor grader for gradinghour6.002472.0014832.00Water tanker 6 KL capacityhour4.00125.00500.00Vibratory roller 8-10 tonne @ 80 cum/ hourhour7.501591.0011932.5034275.50c)MaterialCost of waterKL24.0063.001512.00d)Overhead @ 8%On (a+b+c)2924.89e)Contractors Profit @ 10%On (a+b+c+d)3948.60Cost for 600 cum = a+b+c+d+e43434.63Rate per cum = (a+b+c+d+e)/60072.39Say Rs 72.00/cum2.07307Furnishing and laying of the live sods of perennial turf forming grass on embankement slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and wateringUnit = 1 SqmTaking output = 100 Sqma)LabourMateday0.12297.0035.64Mazdoor for preparation of ground and fetching of sodsday3.00246.00738.00773.64b)MachineryWater tanker including watering for 3 monthshour2.00125.00250.00Tractor-trolleyhour1.00375.00375.00625.00c)MaterialFarmyard manure @ 0.18 cum per 100 sqm atcum0.18250.0045.00site of workCost of water KL12.0063.00756.00d)Overhead @ 8%On (a+b+c)175.97e)Contractors Profit @ 10%On (a+b+c+d)237.56Cost for 100 sqm = a+b+c+d+e2613.17Rate per sqm = (a+b+c+d+e)/10026.13Say Rs 26.00/sqm

2.07Disposal of surplus earth by Mechanical tranport forextra lead of 5 km beyond initial lead of 1 kmKm. cum

Beyond 1 km to 5 kmas per PWD Schedule of Rate of 2nd to 6th km7.707.70Rate per km cum8.00

2.09Construction of Embankment with Flyash/ Pond Ash available from Coal or Lignite Burning Thermal Plants as Waste Material.

Construction of embankment with flyash conforming toTable 1 of IRC: SP : 58-2001 obtained from coal or ligniteburning thermal power station as waste material, spread andcompacted in layer of 200 mm thickness each at OMC, all asspecified in IRC:SP:58-2001 and as per approved plans.


a)LabourMateday0.16297.0047.52Mazdoorday4.00246.00984.001031.52b)MachineryHydraulic Excavator 0.9 cum bucket capacity @ 60hour6.001344.008064.00cum/hr

Tipper 10T capacity, flyash 360 x 1.2 =432 tonnest.km432 x 842.7836080.64

Add 10 per cent of cost of carriage for loading 3608.06and unloading

Dozer 80 HP for spreading @ 200 cum/hourhour1.803840.006912.00Motor grader for grading @ cum/hourhour3.602472.008899.20Water tanker 6kl capacityhour12.00125.001500.00Vibratory Roller 8-10 tonne @ 100 cum/hourhour3.601591.005727.6070791.504

c)Overhead @ 8%On (a+b+c)5745.84

d)Contractor's profit @ 10% on (a+b+c)7756.89


Rate per cum = (a+b+c+d)/360237.02Say 237.00/cumAdd For the Cutting from the Pond18.00Say 260.00/cum

Note :1.As flyash is available free of cost as waste materialfrom Thermal Plants, cost of material has not beenincluded

2.The earthcover on sides and intermediate layer of earthsandwiching the flyash have not been included in thisanalysis. The same are required to be provided as perapproved design and priced separately as embankmentconstruction

&P

SubaseConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) ANALYSIS OF RATESCHAPTER-3 SUB BASE AND BASE COURSESSl. No.Ref. MoRTH Spec.DescriptionUnitQuantityRate (Rs.)Cost (Rs.)Remarks3.00SUBBASE AND BASE COURSEBy Mix In Place Method3.01a)401Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desire density, complete as per clause 401Unit = cumTaking out put=300 cum

a)Labour

Mateday0.48297.00142.56Mazdoor skilledday2.00328.00656.00Mazdoorday10.00246.002,460.00

b)Machinery

Water tanker 6 KL capacity 5 km lead with one hour3.00125.00375.00trip per hourRotavator / Farm Tractor loading and unloadinghour12.00306.003672.00Motor grader 110 HPhour6.002,472.0014832.00Vibratory roller 8-10 thour6.001,591.009546.00

c)MaterialClose graded granular sub-base material as per Table 400-1

For Grading I material53 mm to 9.5 mm @ 50 per centcum192.00361.0069312.009.5mm to 2.36 mm @ 20 per centcum76.00330.0025080.002.36 mm below @ 30 per centcum115.20298.0034329.60Cost of waterKL18.0063.001,134.00

d)Overhead @ 8%On (a+b)12,923.13

e)Contractors Profit @ 10%On (a+b+c)17,446.23


Rate per cum=(a+b+c+d+e)/300639.70SAY RS640.00/Cum

3.01b)401Construction of granular sub-base by providing closegraded material, mixing in a mechanical mix plant at OMC carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achievethe desire density, complete as per clause 401

Plant Mix MethodUnit = cumTaking out put=225 cum (450 tonne)

a)Labour

Mateday0.40297.00118.80Mazdoor skilledday2.00328.00656.00Mazdoorday8.00246.001,968.002,742.80

b)MachineryWet mix plant @75 tonne capacity per hourhour6.001,244.007,464.00Electric generating set, 125 KVAhour6.00750.004500.00Water tanker 6 KL capacity 5 km lead with one trip per hourhour4.50125.00562.50Front end loader 1 cum bucket capacityhour6.00832.004992.00Tipper 10 tonnet.km450X102.78412528.00L10Add 10 per cent of cost of carriage to cover1252.80loading and unloadingMotor grader 110 HPhour6.002,472.0014832.00Vibratory roller 8-10 thour6.001,591.009546.0055677.30c)MaterialClose graded granular sub-base material as per Table 400-1

For Grading I material53 mm to 9.5 mm @ 50 per centcum144.00361.0051,984.009.5mm to 2.36 mm @ 20 per centcum57.00330.0018,810.002.36 mm below @ 30 per centcum86.40298.0025,747.20Cost of waterKL27.0063.001,701.0098,242.20

d)Overhead @ 8%On (a+b+c)12,532.98

e)Contractors Profit @ 10%On (a+b+c+d)16,919.53



3.02406Providing , laying, spreading and compacting gradedstone aggregate to wet mix macadam specificationspecification including premixing the material with water at OMC in mechanical mix plant carriage of mixedmaterial by tipper to site, laying in uniform layers withpaver in sub-base/base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.Unit = cumTaking out put=225 cum (495 tonne)

a)LabourMateday0.48297.00142.56Mazdoor skilledday2.00328.00656.00Mazdoorday10.00246.002,460.003,258.5614.4824888889

b)MachineryWet mix plant of 75 tonne hourly capacityhour6.601,244.008210.40Electric generating set, 125 KVAhour6.00750.004500.00Front end loader 1 cum bucket capacityhour6.00832.004992.00Paver finisherhour6.001,007.006042.00Vibratory roller 8-10 tonnehour6.0x0.651591.006204.90Water tankerhour3.00125.00375.00Tippert.km495X102.78413780.80L10Add 10 per cent of cost of carriage to coverloading and unloading1378.0845483.18202.1474666667c)MaterialMaterial as per Table 400-11

For grading material45 mm to 22.4 mm @ 30 per centcum89.10624.0055,598.4022.40mm to 2.36 mm @ 40 per centcum118.80571.0067,834.802.36 mm to 75 micron @ 30 per centcum89.10298.0026,551.80Cost of waterKL18.0063.001,134.00151,119.00671.64

d)Overhead @ 8%On (a+b+c)15,988.86

e)Contractors Profit @ 10%On (a+b+c+d)21,584.96



&P

IndexSr NoCutting of trees ,including cutting of Trunks ,Branches and Removal

1.01Girth from 300mm to 600mm227.00Girth from 600mm to 900mm411.00Girth from 900mm to 1800mm790.00Girth Above 18001493.00Clearing and Grubbing47290.0

2.00Excavation In Soil46Embankment From Borrow Area186.00Embankment From Roadway Cutting97Subgrade From Borrow2223.00GSB Mix in Place640GSB plant Mix 827WMM10554.00Prime Coat33Tack Coat12B.M6055DBM7788B.C11418SDBC81925.00Excavation In Foundation(Soil)50.00Excavation In Foundation(Ordinary Rock)63.00Excavation In Foundation(Hard Rock)372.00PCC M-15(Foundation)4224.00PCC M-20(Foundation)4697.00RCC M-20(Foundation)4751.00

PCC M-20(Substructure)4967.00RCC M-20(Substructure)5026.00

RCC M-25(Superstructure)5950.00RCC M-40(Superstructure)6252.00

BackFilling Behind Abutment1520.00Filter Behind Abutment750.00

HYSD Bar65694.00

Tar paper Bearing150.00Providing Boulder Apron1172.00Providing Stone Pitching1172Filter Underneath pitching898.00851.76Providing Weep Hole94.00Providing Pipe Bedding1457.00

BituminousConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738) ANALYSIS OF RATESCHAPTER-4

BITUMINOUS / CEMENT CONCRETE COURSESSl. No.Ref. MoRTH Spec.DescriptionUnitQuantityRate (Rs.)Cost (Rs.)Remarks4.00BITUMINOUS / CEMENT CONCRETE COURSES4.01502Prime CoatProviding and applying primer coat with bitumen emulsionon prepared surface of granular base including cleaning ofroad surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means.Unit = SqmTaking unit = 3500sqm

a)LabourMateday0.08297.0023.76Mazdoorday2.00246.00492.00515.76

b)MachineryMechanical broom @ 1250 sqm per hourhour2.80368.001030.40Air compressor 250 cfmhour2.80330.00924.00Bitumen pressure distributor @ 1750 sqm per hourhour2.001108.002216.00Water tanker 6 KL capacity @ 1 trip per hourhour1.00125.00125.004295.40c)MaterialBitumen emulsion @ 0.6 kg per sqmtonne2.1043362.0091060.20Cost of waterKL6.0063.00378.0091438.20



Cost for 3500 sqm = a+b+c+d+e114344.24

Rate per sqm = (a+b+c+d+e)/350032.67SAY RS33.00/Sqm

Note :Bitumen primer has been provided @ 0.60 kg per sqm as per Clause 502.8. Payment shall be made with adjustment, plus or minus, for variation betweenthis quantity and the actual quantity approved bythe Enginneer.

4.02503Providing and applying tack coat with bitumen emulsion using emulsion pressurre distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broomOn Bituminous SurfaceUnit = SqmTaking unit = 3500sqma)LabourMateday0.08297.0023.76Mazdoorday2.00246.00492.00515.76

b)MachineryMechanical broom @ 1250 sqm per hourhour2.80368.001030.40Air compressor 250 cfmhour2.80330.00924.00Emulsion pressure distributor @ 1750 sqm per hourhour2.00826.001652.003.67003606.40c)MaterialBitumen emulsion @ 0.2 kg per sqmtonne0.7043362.0030353.40



Cost for 3500 sqm = a+b+c+d+e40956.97Rate per sqm = (a+b+c+d+e)/350011.70SAY RS12.00/Sqm

On Granular SurfaceUnit = SqmTaking unit = 3500sqma)LabourMateday0.08297.0023.76Mazdoorday2.00246.00492.00515.76

b)MachineryMechanical broom @ 1250 sqm per hourhour2.80368.001030.40Air compressor 250 cfmhour2.80330.00924.00Emulsion pressure distributor @ 1750 sqm per hourhour2.00826.001652.003606.40c)MaterialBitumen emulsion @ 0.25 kg per sqmtonne0.8843362.0037941.75



Cost for 3500 sqm = a+b+c+d+e49971.93Rate per sqm = (a+b+c+d+e)/350014.28SAY RS15.00/Sqm4.03Bituminious Macadam501 & 504Providing and laying bituminious macadam with 100-120 TPH Hot mix plant producing an average output of 75 tonnes per hour Using Crushed aggregate of specified grading premix with bituminous binder ,transported to siteTechnical Specifications Clause 501 & 504Unit = cumTaking output =205 cum (450 tonnes)

a)LabourMateday0.84297.00249.48

Mazdoor working with HMP, mechanical broomday16.00246.003936.00paver, roller, asphalt cutter and assistance for setting out lines,levels and layout of construction

Skilled mazdoor for checking line and levelsday5.00328.001640.005825.48

b)MachineryBatch mix HMP @ 75 tonne per hourhour6.0014288.0085728.00Mechanical broom hydraulic @1250 sqm per hourhour2.20368.00809.60Air Compressor 250 cfmhour2.20330.00726.00Paver finisher hydrouatatic with sensor control @ 75 cum per hourhour6.002760.0016560.00Generator 250 KVAhour6.001250.007500.00Front end Loader 1 cum bucket capacityhour6.00832.004992.00Tipper 10 tone Capacityt.km450X102.78412528.00L10

Add 10 per cent cost of carriage to cover cost of loading and unloading1252.80Smooth wheeled roller 8-10 tonne for initialhour6.00 x 0.65476.001856.40break down rollingVibratory roller 8 tonne for intermediate rollinghour6.00 x 0.651591.006204.90 Finish rolling with 6-8 tonne smooth wheeledhour6.00 x 0.651181.004605.90tandem roller142763.60

c)Material

i)Bitumen @ 3.3 per cent of weight of mix tonne14.8550909.00755998.65Weight Of Mix205X2.2=450tonneii)AggregateTotal weight of mix = 450 tonneWeight Of Bitumen =50909Weight Of Aggragte=-50459Taking density of aggregate = 1.5 ton/cumVolume Of Aggregate=-33639

Grading - I 40 mm (Nominal Size)37.5 - 25 mm15 percentcum43.51624.0027150.2425-10 mm45 per centcum130.55571.0074544.0510 - 5 mm25 per centcum72.53351.0025458.035 mm and below15 per centcum43.51298.0012965.98896116.95




Rate per cum = (a+b+c+d+e)/2056054.20SAY RS6055.00/Cum

4.04Dense Graded Bituminious Macadam501 & 505Providing and laying dense graded bituminous macadamwith 100-120 TPHbatch type HMP producing an averageoutput of 75 tonne perhour using crushed aggregates ofspecified grading, premixed with CRMB bituminous binder @4.25 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostaticpaver finisherwith sensor controlto the required grade, level and alignment rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 501 & 505 complete in all respects.Unit = cumTaking output = 195 cum (450 tonne)


Mazdoor working with HMP, mechanical broomday16.00246.003936.00paver, roller, asphalt cutter and assistance for setting out lines,levels and layout of constructionSkilled mazdoor for checking line and levelsday5.00328.001640.005825.48

b)MachineryBatch mix HMP @ 75 tonne per hourhour6.0014288.0085728.00Pave finisher hydrostatic with sensor controlhour6.002760.0016560.00@ 75 cum per hourGenerator 250 KVAhour6.001250.007500.00Front end loader 1 cum bucket capacity hour6.00832.004992.00Tipper 10 tonne capacityt.km450X102.78412528.00L=10Add 10 per cent cost of carriage to cover cost of loading and unloading1252.80Smooth wheeled roller 8-10 tonne for initialhour6.00 x 0.65476.001856.40break down rollingVibratory roller 8 tonne for intermediate rollinghour6.00 x 0.651591.006204.90 Finish rolling with 6-8 tonne smooth wheeledhour6.00 x 0.651181.004605.90450/195tandem roller141228.002.31

c)MaterialBitumen grade CRMB-6019.125i)Bitumen @ 4.25 per cent of weight of mix tonne19.1349902.00954375.75

ii)AggregateTotal weight of mix = 450 tonneWeight of bitumen = 19.125Weight of aggregate = 450-19.125 = 430.87 tonne430.875Taking density of aggregate = 1.5 ton/cumVolume of aggregate = 287.25 cum287.25

Grading - I 40 mm (Nominal Size)037.5 - 25 mm22 per centcum63.195624.0039433.68287.252263.19525-10 mm13 per centcum37.343702.0026214.44287.251337.342510 - 4.75 mm19 per centcum54.578351.0019156.70287.251954.57754.75 mm and below44 per centcum126.390298.0037664.22287.2544126.39Filler @ 2 per cent of weight of aggregatestonne8.6206305.0054349.10430.8828.61751131193.89290.1225




Rate per cum = (a+b+c+d+e)/1957787.48SAY RS7788.00/Cum270

4.05Bituminious Concrete501 & 507Providing and laying bituminous concrete with 100-120TPH batch type hotmix plant producing an average outputof 75 tonne per hour using crushedaggregates of specifiedgrading, premixed with PMB-40 bituminous binder @ 5.40 to5.60per cent of mix and filter, transporting the hor mix to work site, layingwith a hydrostatic paver finisher with sensor control to the required grade,level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specifications .Unit = cumTaking output =191 cum (450 tonnes)




b)MachineryBatch mix HMP @ 75 tonne per hourhour6.0014288.0085728.00

Pave finisher hydrostatic with sensor controlhour6.002760.0016560.00@ 75 cum per hour

Generator 250 KVAhour6.001250.007500.00

Front end loader 1 cum bucket capacity hour6.00832.004992.00

Tipper 10 tonne capacityt.km450X102.78412528.00L10Add 10 per cent cost of carriage to cover cost of 1252.80loading and unloading

Smooth wheeled roller 8-10 tonne for initialhour6.00 x 0.65476.001856.40break down rolling

Vibratory roller 8 tonne for intermediate rollinghour6.00 x 0.651591.006204.90

Finish rolling with 6-8 tonne smooth wheeledhour6.00 x 0.651181.004605.90tandem roller141228.00

c)MaterialBitumen grade PMB-40i)Bitumen @ 5.4 per cent of weight of mix tonne24.3062076.001508446.80

ii)AggregateTotal weight of mix = 450 tonneWeight of bitumen = 24.30Weight of aggregate = 450-24.30 = 425.70 tonneTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 283.80 cum

Grading - I 19 mm (Nominal Size)20 - 10 mm 35 per centcum99.33702.0069729.66283.83599.3310-5mm23 per centcum65.27351.0022911.17283.82365.2745 mm and below40 per centcum113.52298.0033828.96283.840113.52Filler @ 2 per cent of weight of aggregatestonne8.516305.0053680.778.5141688597.36




Rate per cum = (a+b+c+d+e)/19111417.56SAY RS11418.00/Cum

4.05Bituminous Concrete with CRMB501 & 507Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with CRMB bituminous binder @ 5.40 to 5.60 per cent of mix and filter, transporting the hor mix to work site, laying with a hydrostatic paver finisher with sensor conctrol to the required grade, level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specifications Clause 501 & 507 complete in all respects.Unit = cumTaking output =191 cum (450 tonnes)



Skilled mazdoor for checking line and levelsday5.00328.001640.00



Generator 250 KVAhour6.0012507500.00





Finish rolling with 6-8 tonne smooth wheeledhour6.00 x 0.651181.004605.90tandem roller

c)MaterialBitumen grade CRMB 60.i)Bitumen @ 5 per cent of weight of mix tonne22.5049,902.001122795.00

ii)AggregateTotal weight of mix = 450 tonneWeight of bitumen = 22.50Weight of aggregate = 450-22.50 = 427.50 tonneTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cum

Grading - I 19 mm (Nominal Size)20 - 10 mm 35 per centcum99.75702.0070024.5010-5mm23 per centcum65.55351.0023008.055 mm and below40 per centcum114.00298.0033972.00Filler @ 2 per cent of weight of aggregatestonne8.556305.0053907.75




Rate per cum = (a+b+c+d+e)/1919023.58SAY RS9024.004.06508Semi-Dense Bituminious Concrete Providing and laying semi-dense bituminous concrete with100-120THP batch type HMP producing an average outputof 75 tonne perhour using crushed aggregates of specifiedgrading, premixed with VG-30 bituminous binder @ 4.5 percent of mix and filler, transportingthe hot mix to work site,laying with a hydrostatic paver finisher with sensor comrolto the required grade, level ans alognment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specifications Clause508 complete in all respectsUnit = cumTaking output = 195 cum (450 tonne)

a)LabourMate day0.84297.00249.48Mazdoor working with HMP, mechanical broom, paver, roller,asphalt cutterday16.00246.003936.00 and assistance for setting out lines, levels and layout of construction


b)MachineryBatch mix HMP @ 75 tonne per hourhour6.0014288.0085728.00Pave finisher hydrostatic with sensor controlhour6.002760.0016560.00@ 75 cum per hourGenerator 250 KVAhour6.001250.007500.00Front end loader 1 cum bucket capacity hour6.00832.004992.00Tipper 10 tonne capacityt.km450X102.78412528.00L10

Add 10 per cent cost of carriage to cover cost of loading and unloading1252.80Smooth wheeled roller 8-10 tonne for initialhour6.00 x 0.65476.001856.40break down rollingVibratory roller 8 tonne for intermediate rollinghour6.00 x 0.651591.006204.90 Finish rolling with 6-8 tonne smooth wheeled tandem rollerhour6.00 x 0.651181.004605.90141228.00c)Material

Grading I: (13 mm nominal size)

i)VG-30 Bitumen @ 4.5 per cent of mixtonne20.2550909.001030907.2520.25ii)AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 21.25 tonnesWeight of aggregate = 450-20.25 = 429.75 tonnes429.75Taking density of aggregate = 1.5 ton/cumVolume of aggregate = 286.50 cum286.5

13.2 - 10 mm20 per centcum57.18702.0040140.361912038.210 - 5 mm38 per centcum108.64351.0038133.3403805 mm and below40 per centcum114.36298.0034079.28127.33333333334050.9333333333Filler @ 2 per cent of weigth of aggregates tonne8.626305.0054349.10429.7528.5951197609.33100



Cost for 195 cum = a+b+c+d+e1597459.42Rate per cum = (a+b+c+d+e)/1958192.10SAY RS8192.00/Cum4.08511Providing, laying and rolling of open - graded premix surfacingof 20 mm thickness composed of 13.2 mm to 5.60 mm aggregates either using penetration grade bitumen or cut back or emulsion to required line, grade and level to serve as weaing course on apreviously prepared base, including mixing in a suitable plantlaying and rolling with a smooth wheeled roller 8-10 tonne capacity finished to required level and grades.Unit = SqmUnit = SqmTaking output = 10250 Sqm (205 cum)Taking output = 10250 Sqm (205 cum)405 tonne

a)Laboura)LabourMateday0.84297.00249.48Mateday3.76297.001116.72Mazdoor working with HMP, road sweeper paver and rollerday16.00246.003936.00Mazdoor working with HMP, road sweeper paver and rollerday90.00246.0022140.00Skilled mazdoor for checking line and levelsday5.00328.001640.00Skilled mazdoor for checking line and levelsday4.00328.001312.00

b)Machineryb)Machineryi)Batch type HMP 75 tonne per hourhour614288.0085728.00i)Air compressor 250 cfmhour6330.001980.00ii)Electric generator set 250 KVAhour61250.007500.00ii)HMP-100-110 TPH capacityhour614288.0085728.00iii)Front end loader 1 cum bucket capacityhour6832.004992.00iii)Tipper 10 tonne per capacityhour451591.0071595.00iv)Tipper 10 tonne per capacityhour450X102.7812528.00iv)Smooth Wheeled Roller 8-10 tonnehour121181.0014172.00L10.00Add 10 per cent of cost of carriage to cover cost of loading and unloading1252.80

v)Pave finisher hydrostatic with sensor attachmenthour6.002760.0016560.00vi)Smooth wheeled/ tandom roller 8-10 tonne weighthour6.00476.002856.00

c)Materialc)MaterialBitumen VG-30 @ 14.60 kg per 10 sqmtonne14.9750909.0762107.73Bitumen VG-30 @ 14.60 kg per 10 sqmtonne14.9750909.0762107.73Butumen Emulsiontonne2.4643,362.00106670.52Crushed stone chipping, 13.20 mm to 5.6 mm @ 0.27 cum per 10 sqmcum276.75702.00194278.50Crushed stone chipping, 13.20 mm to cum276.50702.00194103.005.6 mm @ 0.27 cum per 10 sqm

d)Overhead @ 8%On (a+b)87490.28d)Overhead @ 8%On (a+b)100874.00e)Contractors Profit @ 10%On (a+b+c)109362.85e)Contractors Profit @ 10%On (a+b+c)126092.50Cost for 10250 sqm= a+b+c+d+e1290481.64Cost for 10250 sqm= a+b+c+d+e1487891.46Rate per sqm = (a+b+c+d+e)/10250125.90Rate per sqm = (a+b+c+d+e)/10250145.16SAY RS126.00/SqmSay Rs.145 /sqm

4.09504Providing and laying bituminous macadam with 100-120THP hot mix plant producing an average output of 75tonnes per hour using crushed aggregate of specified gradingpremix with bituminous binder, transported to site, laid over apreviously prepared surface with pave finisher to the requiredgrade, level and alignment and rolled asper Clause 501.60 and501.7 to achieve the desired compaction

Unit = cumTaking output = 205 cum (450 tonne)

a)LabourMateday0.84297.00249.48Mazdoor working with HMP, mechanical broom, paver rollerday162463936asphalt cutter and assistance for setting out lines, levels andlayout of constructionSkilled mazdoor for checking line and levelsday5.00328.001640

b)MachineryBatch mix HMP 100-120 TPH @ 75 tonne per hourhour6.001428885728actual output

Mechanical broom hydraulic @ 1250 sqm per hourhour2.20368.00809.6

Air compressor 250 cfmhour2.20330.00726

Paver finisher hydrostatic with sensor control @ 75 cum per hourhour6.002760.0016560


Front end loader 1 cum bucket capacityhour6.00832.004992

Tipper 10 tonne capacityt.km450X102.7812528.00L10Add 10 per cent of cost of carruage to voever cost of loading and1252.80unloading

Smooth wheeled roller 8 tonnes for intermediate rollinghour6.00 x 0.65476.001856.40Finish rolling with 6-8 tonnes smooth wheeled tandem roller75510Vibratory roller 8 tonnees for intermediate rollinghour6.00 x 0.6515916204.90

Finish rolling with 6-8 tonnes smooth wheeled tandem rollerhour6.00 x 0.6511814605.90

c)Material

i)Bitumen @ 3.3 per cent of mixtonne14.8550909755998.65Weight of mix = 205 x 2.2 = 450 tonne

ii)AggregateTotal weight of mix = 450 tonnesWieght of bitumen = 14.85 tonnesWeight of aggregate = 450-14.85 = 435.15 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 290.10 cum

Grading I (40 mm nominal size)

37.5 - 25 mm15 per centcum43.51624.0027150.2425 - 10 mm45 per centcum130.55702.0091646.1010 - 5 mm25 per centcum72.53351.0025458.035 m and below15 per centcum43.51298.0012965.98

d)Overhead @ 8%On (a+b)84944.65average of 26.5 and 11.2 mm is taken


Cost for 205 cum = a+b+c+d+e1261428.00average of 11.2 and 2.7mm is taken

Rate per cum = (a+b+c+d+e)/2056153.31Say Rs.6150 /cum

4.07508Close- Graded Premix Surfacing/ Mixed Seal Surfacing

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (Type -A) or 13.2 mm to 0.09mm (Type - B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required leveland gradeUnit = sqmTaking output = 10250 sqm (205 cum)

a)LabourMateday0.84297.00249.48Mazdoor working with HMP, road sweeper, paver and rollerday16.00246.003936Skilled mazdoor for checking line and levelsday5.00328.001640

b)Machineryi)HMP of appropricate capacity hour6.0014288.0085728ii)Electric Generator Set 250 KVAhour6.001250.007500iii)Front end loader 1 cum bucket capacityhour6.00832.004992iv)Tipper 10 tonne capacityt.km450X102.7812528L10Add 10 per cent of cost of carriage to cover cost of loading and unloadingv)Paver finisher hydrostatic with sensor attachmenthour6.002760.0016560vi)Smooth wheeled 8-10 tonne weighthour6.00476.002856

c)MaterialBitumen @ 22 kg per 10 sqmtonne22.5050909.001145452.5Stone crushed aggregates 11.2 mm to 0.09 @ 0.27 cum per 10 sqmcum276.75351.0097139.25



Cost for 10250 sqm = a+b+c+d+e1637754.50

Rate per sqm = (a+b+c+d+e)/10250a+b+c+d/10250159.78SAY RS160.00

4.07601Dry Lean Cement Concrete Sub-baseConstruction of dry lean coment concrete Sub-base of M-15 grade including 125 micron separator membrane as per drawing and Technical Specification Clause 601.Unit = cumTaking output = 450 cum (990 tonne)a)LabourMateday1.12297.00332.64Mazdoor skilledday6.00328.001968.00Mazdoorday22.00246.005412.007712.64b)MachineryFront end loader 1 cum bucket capacityhour6.00832.004992.00Cement concrete batch mix plant @ 55 cum per hourhour6.004000.0024000.00Electric generator 100 KVAhour6.00720.004320.00Paver with electric sensor hour6.002760.0016560.00Vibratory roller 8-10 capacityhour8.001591.0012728.00Water tanker 6 KL capacityhour8.00125.001000.00Tippert.km990X102.78427561.60L10Add 10 per cent of cost of carruage to cover cost of loading2756.16 and unloading93917.76

c)Material

Crushed stone coarse aggregate of 25 mm and 12.5 mmnominal sizes graded as per Table 600-1 @ 0.90 cum/cum of concrete comforming to Clause 602.2.4cum405.00676.00273780.00Coarse sand as per IS : 383 @0.45 cum/cum of concretecum203.00905.00183715.00Cement @ 150kg/cum of concretetonne67.506305.00425587.50Cost of waterKL48.0063.003024.00Separation Membranesqm3000.0015.0045000.00***

931106.50



Cost for 450 cum = a+b+c+d+e1226891.44Rate per cum = (a+b+c+d+e)/4502726.43SAY RS2730.00/Cum

4.08602Cement concrete PavementProviding pavement quality concrete M-40 grade including cost of dowel bars, the bars, joint sealant with primer, separator membrane curing compound admixtures complete as per Drawing and Technical Specifications 602Unit = cumTaking output = 1050 cum (2415 tonne)

a)LabourMateday2.00297.00594.00Mazdoor skilledday15.00328.004920.00Mazdoorday35.00246.008610.0014124.00

b)MachineryRoad sweeper @ 1250 sqm, per hourhour2.80368.001030.40

Front end loader 1 cum bucket capacityhour18.00832.0014976.006.375Cement concrete batch mix plant @ 175 cum per hour(effective output)hour6.0012000.0072000.00Electric generator 250 KVAhour6.001250.007500.00Slip form paver with electronic sensorhour6.0015000.0090000.00Water tankerhour36.00125.004500.00Transit truck against agitator 5 cum capacityt.km2415X102.78467233.60L10Add 10 per cent of cost of carriage to cover cost of loading6723.36 and unloading

Concrete joint cutting machinehour12.00200.002400.00***Texturing machinehour12.00200.002400.00***268763.36c)Material

Crushed stone coarse aggregate of 25 mm and 12.5 mmnominal sizes @ 0.90 cum/cum of 45.6concrete comforming to Clause 602.2.4cum945.00676.00638820.00Coarse sand as per IS : 383 and conforming to Clause 602.2.4 cum473.00905.00428065.00@ 0.45 cum/cum of concreteCement 43 grade @ 400kg/cum of concretetonne420.006305.002648100.0032 mm mild steel dowel bars fo grade S 250tonne9.4549330.00466168.5012mm deformed steel tie bars of grade S 415tonne1.17
ict: ict:Tie Bar 12mm,Length 750mm spacing 600mm49330.0057716.10Pre-moulded joint filler, 25 mm thick for expansion jointsqm16.33494.008067.02Joint sealantkg875.00275.00240625.00***Sealant primerkg116.67550.0064168.50***Plastic sheath, 1.25 mm thick for dowel barssqm46.6715.00700.05***Curing compoundlitre1850.0095.00175750.00Super plasticizer admixture IS marked as per 9103-1999kg2070.00100.00207000.00 @ 0.5per cent by weight of cementSeparation Membrane 125 micron thicksqm3281.2515.0049218.75***4984398.92

Cost of waterKL216.0063.0013608.00

Add 1 % of material for cost of miscellaneous materials like tarpauline, Hessiancloth, metal cap, cotton/compressible sponge and cradle for dowel bars, workbridges for men to approach concrete surface without walking over it, cutttingblades and bites, minor equipments like scabbling machine, threads, ropes, quidewires and any other unforeseen items49980.07




Rate per cum = (a+b+c+d+e)/10506031.50SAY RS6032.00/Cum4.11509Bituminous Concrete with PMBProviding and laying bituminous concrete with 100-120TPH batch type hot mix plant producing an average outputof 75 tonne per hour using crushed aggregates of specifiedgrading, premixed with PMB bituminous binder @ 5.40 to 5.60per cent of mix and filter, transporting the hor mix to work site, laying with a hydrostatic paver finisher withsensor conctrol to the required grade, level and alignmentrolling with smooth wheeled, vibratory and tandem rollersto achieve the desired compaction as per MORT&H Specifications Clause 509 complete in all respects.

Unit = cumTaking output =191 cum (450 tonnes)



Skilled mazdoor for checking line and levelsday5.00361.001805.00








Finish rolling with 6-8 tonne smooth wheeledhour6.00 x 0.651181.004605.90tandem roller

c)Material

i)Bitumen @ 5 per cent of weight of mix tonne22.50ERROR:#REF!ERROR:#REF!

ii)AggregateTotal weight of mix = 450 tonneWeight of bitumen = 22.50Weight of aggregate = 450-22.50 = 427.50 tonneTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cum

Grading - I 19 mm (Nominal Size)20 - 10 mm 35 per centcum99.75702.0070024.5010-5mm23 per centcum65.55351.0023008.055 mm and below40 per centcum114.00298.0033972.00Filler @ 2 per cent of weight of aggregatestonne8.55ERROR:#REF!ERROR:#REF!

d)Overhead @ 8%On (a+b)ERROR:#REF!

e)Contractors Profit @ 10%On (a+b+c)ERROR:#REF!

Cost for 191 cum = a+b+c+d+eERROR:#REF!

Rate per cum = (a+b+c+d+e)/191ERROR:#REF!SAY RSERROR:#REF!

4.09Transition Section between Rigid and Flexible PavementConstruction of M-40 grade reinforced cement concrete transition slab at joint of rigid and flexible pavement including the cost of reinforcement. Providing of contraction joint, expansion joint, longitudinal joint, construction joint, joint sealing compoundUnit = Cum

i)RCC M-40 grade Concrete =14.50 x 3.0 x (0.275+0.225)/2Cum16.316252.00101970.1210.875+14.50 x 2.50 x 0.155.4375=16.31

ii)Reinforcement (12mm dia @100mmc/c spacing both ways)T1.44565694.0094927.83146 x 3 x0.887=388.5131 x 14.50 x0.887=398.71146 x 2.5 x0.887=323.7626 x 14.50 x 0.887=334.41445.37

iii)Dowel bars 32mm dia 400c/c = 36.0 x 0.5 x 6.31T0.11465694.007489.116=113.58Tie Bars 8mm dia = 2 x14.25 x 0.39T0.01165694.00722.634=11.12Cradal 8mm dia 250 c/c = 58.0 x 0.78 x 0.39=17.64T0.01865694.001182.492

iv)Longitudinal joints 12mm dia 570 c/c = 26 x 0.58 x 0.887=18.52T0.01965694.001248.186

v)Expansion joints=Lm14.25205.002921.25

Total Cost=210461.63Cost per cum=12903.84Say Rs12904.00/Cum5.21522Crack Prevention Courses(i)Stress absorbing membrane (SAM) crack width less than 6 mmProviding and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.Unit = sqmTaking output = 10500 sqm a) LabourMateday0.24297.0071.28Mazdoorday6.00246.001476b) MachineryMechanical broom @ 1250 sqm per hourhour6.00368.002208Air compressor 250 cfmhour6.00330.001980Bitumen pressure distributor @ 1750 sqm per hourhour6.001108.006648Hydraulic Chip spreaderhour6.002,720.0016320Smooth wheeled road roller 8-10 tonnehour6.004762856c) MaterialModified bindertonne9.4549,902.00471573.9Crushed stone aggregates 5.6 mm sizecum105.00298.0031290d) Overhead @ 8%On (a+b+c)42753.8544e)Contractors Profit @ 10%On (a+b+c+d)53442.318Rate per sqm = (a+b+c+d+e)/10500Say Rs60.06/Sqm5.21(ii)Stress absorbing membrane (SAM) with crack width 6 mm to 9 mmProviding and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.Unit = sqmTaking output = 10500 sqm a) LabourMateday0.24297.0071.28Mazdoorday6.00246.001476b) MachineryMechanical broom @ 1250 sqm per hourhour6.00368.002208Air compressor 250 cfmhour6.00330.001980Bitumen pressure distributor @ 1750 sqm per hourhour6.001108.006648Hydraulic Chip spreaderhour6.002,720.0016320Smooth wheeled road roller 8-10 tonnehour6.004762856c) MaterialModified bindertonne11.5549,902.00576368.1Crushed stone aggregates 5.6 mm sizecum105.00702.0073710d) Overhead @ 8%On (a+b+c)54530.9904e)Contractors Profit @ 10%On (a+b+c+d)68163.738Rate per sqm = (a+b+c+d+e)/10500Say Rs76.60/Sqm(iii)Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.Unit = sqmTaking output = 10500 sqm a) LabourMateday0.2429771.28Mazdoorday6.002461476b) MachineryMechanical broom @ 1250 sqm per hourhour6.003682208Air compressor 250 cfmhour6.003301980Bitumen pressure distributor @ 1750 sqm per hourhour6.0011086648Hydraulic Chip spreaderhour6.00272016320Smooth wheeled road roller 8-10 tonnehour6.004762856c) MaterialModified bindertonne15.7549902785956.5Crushed stone aggregates 5.6 mm sizecum126.00702.0088452d) Overhead @ 8%On (a+b+c)72477.4224e)Contractors Profit @ 10%On (a+b+c+d)90596.778Rate per sqm = (a+b+c+d+e)/10500Say Rs101.81/Sqm

&P

CulvertsConsultancy services for the preparation of detailed Project Report for NH-15 Barmer -Sanchor - Gujrat Border in the State of Rajasthan NH-15, (Km. 153.00 to Km. 297.738) NH-15, (Km. 153.00 to Km. 297.738)

CHAPTER-5CULVERTSSl. No.Ref. MoRTH Spec.DescriptionUnitQuantityRate (Rs.)Cost (Rs.)Remarks

5.00CULVERTS5.01Clauses 304,309 & 2903Earthwork in excavation of foundation of structures as per drawing and Technical Specification, including setting out constructions of shoring and bracing, removal of stumps and other deleterious mattter,dressing of sides and bottom, backfilling the excavation earth to the extend required and utilising the remaining earth locally for road work. I)Ordinary SoilUnit = cumTaking output = 240 cum

B.Mechanical means

i)Depth upto 3.0 m

a)LabourMateday0.32297.0095.04Mazdoorday8.00246.001968.002063.04b)MachineryHydraulic excavator 1.0 cum bucket capacityhour6.001344.008064.00




Rate per cum = (a+b+c+d)/24050.13Say Rs.50.00/cum

i)Depth upto 3.0-6.0 mUnit=CumTaking Output=210cuma)LabourMateday0.32297.0095.04Mazdoorday8.00246.001968.00

b)MachineryHydraulic excavator 1.0 cum bucket capacityhour6.001344.008064.00




Rate per cum = (a+b+c+d)/21057.29Say Rs.57.00/cum

i)Depth Above 6mUnit=CumTaking Output=180cuma)LabourMateday0.40297.00118.80Mazdoorday10.00246.002460.00

b)MachineryHydraulic excavator 1.0 cum bucket capacityhour6.001344.008064.00




Rate per cum = (a+b+c+d)/18070.24Say Rs.70.00/cumII)Ordinary rockUnit = cumTaking output = 180 cum

B.Mechanical meansa)LabourMateday0.24297.0071.28Mazdoor

Documents

Analysis of Rates (Nh-15 Barmer - Sanchor)