Paithani Too Malund

indexINDEXName of Work :ODAGAD TO NAYI ( Stage -I&II) Motor road in 6.450 K.M. under PMGSY.S/No.PARTICULARSPAGE No.1Title Page2Index3List of Officers / Subordinates4Project Report5Alignment Map & Index Map6Specification7C.B.R. Report8Pavement Design9S.T.A. FormatE S M F1Certificate for Application ESMF2Environment and Social Check List for DPR Preparation3Check List 2A, 2B, 2C Environmental Audit Check List4Information of Core Net Work5Utility Value of Link RoadPART A - CONSTRUCTION OF ROAD1Analysis of Rate2Schedule Of Rates3Details of Measurement4Environment Protection Works5Bill of QuantityPART B - MAINTENANCE OF ROAD1Routine Maintenance2Bill of QuantityPART C- COMPENSATION & FORESTATION OF WORK1Compensation & Forestation Work2Bill of QuantityPART D- UTILITY OF WORK1Details of Utility Work2Bill of QuantitySUMMERY OF ABSTRACT1Abstract of Cost2Per Km. Quantity3Drawings

&RShyam Designer & Consultant Pvt.Ltd., DelhiPage &P

list-officerLIST OF OFFICERS / SUBORDINATESSl /No.DesiginationNameSignature1234(Divisional Office)1Executive EngineerEr.2Assistant EngineerEr.3Junior EngineersEr.4Junior Engineer (Tech.)(Circle Office)1Superintending EngineerEr.2Add. Assistant Engineer (Tech.)(Nodal Office)1Chief EngineerEr.2Superintending EngineerEr.3Executive EngineerEr.4Assistant EngineerEr.

&RShyam Designer & Consultant Pvt.Ltd., Delhi&C

s-rate&a-rateSchedule rate based on analysis of rateS/NoSub HeadUnitRateRef. No. : MORD , 2014-15, Block ThalisanNo.Sr.No.ItemUnitRate1Page NO-30Hill side cutting in all type of soil by mechanical means(a)77634 8-3-5-AHard RockPer Cum286.20(b)77633 8-3-4Ordinary RockPer Cum155.90(c)77629, 8-3-2-ASoilPer Cum104.70277636, 8-4-1Excavation in founadation in all type of soilPer Cum237.10377638, 8-4-3R.R Stone masonry 1:5Per Cum3055.80475478 16-3 R&BR.R Dry stone masonryPer Cum1532.10575479/16-4,Hand packed stone filling behind wallsPer Cum590.60677637/8-4-2Plain cement concrete M 10 gradeper cu.m5594.96A77762/11-4-3-1PCC M20PER CUM6457.60775504 16-13-3-A-R&BConstruction of Pucca Drain KC TYPEPer mt.682.508 (a)as per analysis attachedParapet as per standard drawing with R.R. 1:5Per Rmt.0.008Parapet as per standard drawing with R.R. 1:5 With Base C.CPer Rmt.0.000.0045977737, 10-10-(iii)P/F of Hectometer StonePer No.586.3010as per analysis attachedP/F of Edge StonePer No.0.001177733, 10-7Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on conc drawing and Technical Specification Clause 1701per cum96.8025.1770511(b)77731/10-5Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enam Technical Specification Clause 1701per cum99.2012Schedule RatePainting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enam Technical Specification Clause 1701Per Km13200.001377863, 14-2Wire crate wall size 3.0x1.5x1.25Per Cum2007.701577694, 10-1-BPenting New LetterPer CM0.601677723, 10-3-A-(i)Detailed of Place Identification Sign BoardPer Sqm4442.301777790, 12-3Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204Per Sqm169.701877639, 8-4-4Cement Pointing 1:3Per Sqm64.301977912, 15-13White WashingPer Sqm16.002077758, 11-4-1-1C.C. 1:3:6Per Cum5594.902177472, 4-7-2-BProviding & Laying of G-IIPer Cum2433.902277474, 4-7-3-BProviding & Laying of G-IIIPer Cum2421.902377496, 5-1-2Providing & Applying of Primer CoatPer Sqm48.602477500, 5-2-3Providing & Applying of Tack CoatPer Sqm14.402577540, 5-9-2-1Providing & Laying of Premix CarpetPer Sqm197.902677581, 5-12-B-A-1Providing & Laying of Seal CoatPer Sqm88.402777455 4-1-A-1Providing & Laying of GSB (Using Naturally Occuring Gravel).Per Cum1544.202975481 16-6 R&BCoolie Walling.Per Cum1158.403077659, 8-7-5Construction of 1.0 M span Scupper as per prescribed standard.Per Mtr19640.303175498 16-12-3 R& bC/O 1 m span culvert with kharanja basePer Rmt.25370.303377666, 8-11Seeding and MulchingPer Sqm131.703475506 16-14-a R&BC/O of katcha drain per mper metre91.103577424/3-3Construction of Embankment with Material Obtained from Roadway Cuttingper cum62.803677736/10-10 (ii)Reinforced cement concrete M15 grade 1 kilometre stone/local stone of standard desi drawing and Technical Specification Clause 1703nos2241.703777737/10-10 (iii)Reinforced cement concrete M15 grade 200 metre stone/local stone of standard desi drawing and Technical Specification Clause 1704nos586.303877735/10-10-(i)Reinforced cement concrete M15 grade 5 kilometre stone/local stone of standard desi drawing and Technical Specification Clause 1705nos3669.103977740/10-16Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per M as per drawing Clause 1701 and Annexure 1700.1nos12244.704077716/10-2-B-(i)Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory signnos3716.804177726/10-3-BProviding and erecting direction and place identifications of semi reflective sign boa Specification Clause 1701nos3023.004277730/10-4-BSemi-Reflective Traffic signs Providing and erecting direction and place identification of semi reflective sign boar Technical Specification Clause 1701nos3410.204377757/11-2-2Earth filling (For marshy soil)cum152.404477749/11-1-1-1excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - chargecum237.104577877/14-11-1-3providing & laying stone pitching plain cement concrete in open foundation for cuasewaycum3,212.704677758/11-4-1-1Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 in nominal mix 1:3:6cum5594.904777765/11-4-5rcc m25cum7745.504875507 16-15-AType - A, "W" : Metal Beam Crash BarrierR&BProviding and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMCseries channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 mhigh, 1.1 m below ground/road level, all steel parts and fitments to be galvanised byhot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810metre2276.104977780/11-9Supplying, fitting and placing MS bar reinforcement in foundation complete as per d (As per MORD specification no. 1002.1 and IS 1786:2008 clause no. 1.6, Steel shall The following Primary Steel Producers have been approved for PWD, Uttarakhand 1. SAIL (Steel Authority of India Ltd.) 2. RINL (Rashtriya Ispaat Nigam Ltd.) 3. Tata Steel 4. Shyam Steel Industries Ltd.qtl5568.555074922/3-7 R&BRemoval of Unsuitable Soil with Disposal cu.mRemoval of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11cum45.105177426/11-2-2Excavation in Cutting in Soil by manual means with lead upto 50 m cu.m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 ( for Super Elevation)cum111.105277445 3-16Repairs of damages caused by rain/spillage of water sq.m Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1sqm1.905375482 16-7Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specifications)cum4609.5Jr. Engineer Asst. EngineerEx. EngineerPMGSY,Irri Div..P.W.D.PMGSY,Irri Div..P.W.D.PMGSY,Irri Div..P.W.D.Srinagar , Pauri GarhwalSrinagar , Pauri GarhwalSrinagar , Pauri Garhwal

&RShyam Designer & Consultant Pvt.Ltd., Delhi&LF8 ANALYSIS&C

Primix Carpet DETAILS OF PRIMER COAT00S.NO.CHAINAGELENGTHWIDTHQUANTITY10992.503.002977.5020995.503.002986.5030977.503.002932.5040965.503.002896.5050995.503.002986.5060985.503.002956.5070173.503.00520.50800.003.000.00900.003.000.001000.003.000.00TOTAL0.00ADD Extra For 15-20 m R. Curve870.000.90783.00ADD Extra For 20-60m R. Curve847.000.60508.20G.TOTAL0.00Add Passing Places00.000.000.00G.TOTAL0.00DETAILS OF TACK COAT00S.NO.CHAINAGELENGTHWIDTHQUANTITY10992.503.002977.5020995.503.002986.5030977.503.002932.5040965.503.002896.5050995.503.002986.5060985.503.002956.5070173.503.00520.50800.003.000.00900.003.000.001000.003.000.00TOTAL0.00ADD Extra For 15-20 m R. Curve870.000.90783.00ADD Extra For 20-60m R. Curve847.000.60508.20G.TOTAL0.00Add Passing Places000.000.00G.TOTAL0.00DETAILS OF PREMIX CARPET00S.NO.CHAINAGELENGTHWIDTHQUANTITY10992.503.002977.5020995.503.002986.5030977.503.002932.5040965.503.002896.5050995.503.002986.5060985.503.002956.5070173.503.00520.50800.003.000.00900.003.000.001000.003.000.00TOTAL0.00ADD Extra For 15-20 m R. Curve870.000.90783.00ADD Extra For 20-60m R. Curve847.000.60508.20G.TOTAL0.00Add Passing Places00.000.000.00G.TOTAL0.00DETAILS OF SEAL COAT00S.NO.CHAINAGELENGTHWIDTHQUANTITY10992.503.002977.5020995.503.002986.5030977.503.002932.5040965.503.002896.5050995.503.002986.5060985.503.002956.5070173.503.00520.50800.003.000.00900.003.000.001000.003.000.00TOTAL0.00ADD Extra For 15-20 m R. Curve870.000.90783.00ADD Extra For 20-60m R. Curve847.000.60508.201717.00G.TOTAL0.00Add Passing Places00.000.000.00G.TOTAL0.000.00Jr. EngineerAsst. EngineerEx Engineer000000


6m bridgeCost Estimate for Construction of Cross Drainage Works.MINOR BRIDGE WITH 1 x 6 M SPANSr.CSRNoLengthWidthH/DQtyUnitRateAmountNo.ItemDescription of item(m)(m)(m)(Rs.)(Rs.)No1234567891011111.1Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blas Excavation in hilly area in ordinary rock not requiring blasting by mechanical means(i)Upto 3.0m DepthBelow Abutment27.2505.9002.500213.88Shear Key26.9500.5000.6554.55For Lean Concrete & BF SolingAbut27.2505.9000.15513.26Protection WorksCut off Wall U/S112.381.5002.57547.82Cut off Wall U/S Short Wall B/S1.0001.5002.5753.86Cut off Wall D/S112.381.5003.07557.10Cut off Wall D/S Short Wall B/S3.0001.5003.07513.84For Apron14.3805.0000.0000.0010% extra for clearance12.26Ordinary SoilTotal366.57Cum.281.50103189211.4Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I(I) PCC Grade M-15Abutment27.2505.9000.0806.84Lean Concrete below 300 mm thk PCCfloor13.3836.950.12.351410.380.14.15Total13.34Cum5508.2073479II(I) PCC Grade M-15Floor PCC13.8036.950.37.931410.380.312.4620.39Cum5508.20112312311.4 (v)Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I) PCC/RCC Grade M-25Abutment26.9505.6000.50038.92Shear Key26.9500.5000.6554.55Abutment Shaft W = (3.5+5.6)/226.9504.5502.000126.49Total169.96Cum7745.501316425411.7Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 12022.11067MT63431.80133884511.6.1. 1Randam rubble masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Below Abutment26.9505.6000.0755.84Below Cut off Wall123.7601.5000.0752.678.51Cum4489.5038206612.5(iv)Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (IV) RCC Grade M-25Abutment26.9502.1002.80281.79Return42.0001.1003.69232.49Deduct in Return22.0000.8503.69212.55Abutment Cap26.9500.7500.3003.13Dirt Wall26.9500.3000.5152.15Total107.01Cum8,089.00865604712.11Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8Abutment24.7500.6003.24218.48Returns42.0000.6003.24215.56Total34.04Cum3605.30122724812.9Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7Abutment26.9502.80239Returns42.0003.6923069Nos178.7012330912.6Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 12022.47305MT63554.801571741013.1 iiProviding and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5Slab as per MOST17.560.4520.25Bracket to support extra slab26.950.30.451.8822.13Cum8,707.701927011113.5Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.316.957.50.0753.91Cum12,776.60499571213.12Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 121123.56.950.314.60Cum11,942.401743591313.11P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 121123.506.950.157.30Cum5,247.00383031413.16 iiFiller JointProviding and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications26.95013.90M165.6023021513.10Drainage spouts complete as per drawing and technical specifications Clause 1209144.00Nos.1,315.5052621613.6Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3213.7427.4802,659.90730941713.2Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 120211.8661.86600MT64,694.101207191812.10 iiiBackfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(II) Sandy Material25.52523.24271.65Cum590.60423162114.1Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301014.3805.0000.0000.00Cum4,359.290TOTAL3634340

Part - C00PART C COMPENSATION & FORESTATIONSl. No.ParticularsQuantityUnit1Land compensation to villagers as per the prevailing circle rates of revenue deptt.________Hec2Compensation of Building, Crops Etc. to local villagers0.000Km.3cutting of tree0.000nos4Compensatory Plantation0.000Km.5cost of tree to be planted on both side of the road after construction as per the guide lines of the forest department0.000Km.Jr. EngineerAsst. EngineerEx. Engineer


Part - C100PART C COMPENSATION & FORESTATIONSl. No.ParticularsQty.UnitRate in LacAmount in Lac1Land compensation to villagers as per the prevailing circle rates of revenue deptt.________HEC____0.002Compensation of Building, Crops Etc. to local villagers0.000Km.0.000.003cutting of tree0.000nos----0.0404Compensatory Plantation0.000Km.1.000.005cost of tree to be planted on both side of the road after construction as per the guide lines of the forest department0.000Km.1.000.00Total0.00Jr. EngineerAsst. EngineerEx. Engineer


Utility00Quantity of Excavation, R.R.Dry ,Kharanga in Briddle Road/Village PathLocationLengthWidthArea(LxW) In SqMHeight-1Height-2Avg. Height (Col 5+6)/2Excavation Col 4x7R.R.Dry Col 4x0.20C.C. 1:2:4 Col 4x0.15Remark1234567891011Km.1.8000.001.800.000.250.150.200.000.000.00Existing KutchaKm.3.8010.001.800.000.250.150.200.000.000.00Existing KutchaKm. 5.2620.001.800.000.250.150.200.000.000.00Existing KutchaKm. 8.2620.001.800.000.300.150.000.000.00Existing KutchaTotal0.000.000.00CumCumCumJr. EngineerAsst. EngineerEx. Engineer000000


Part - D00PART D Utility of WorkSl. No.ParticularsDetailQty.UnitRateAmount1Constructon of Damage Briddle Road/Village Path in ExcavationBriddle/Village Path0.00Cum.237.100.002Constructon of Damage Briddle Road/Village Path in R.R. dry stone masonaryBriddle/Village Path0.00Cum.1532.100.003Constructon of Damage Briddle Road/Village Path in C.C 1:2:4Briddle/Village Path0.00Cum.5594.900.00Total0.00SAY0.00LacJr. EngineerAsst. EngineerEx. Engineer000000


Analysis-maintain00PART -B MAINTENANCEPART -B MAINTENANCEAnalysis of Routine MaintenanceAnalysis of Routine Maintenance(Per Km for one year)(Per Km for one year)S/NoParicularsAmountS/NoParicularsParicularsqtyunitRateamount1Clearance of Hill side drain including minor slips, and making continuous where required to drain of water, etc (twice in a year Oct./Nov. and April/May) as per Old schedule item No. 532Rs.3600.001THE MAINENANCE OF DRAIN INCLUDE EROSION,REPAIR,CLEARING,CLEANING,RESHAPING ,REGARDING,DEEPENING OF SIDE DRAIN AS WELL AS CATCH WATER DRAIN AS PER TECHNICAL SPECIFIATION CLAUSE 1907.(TWICE IN THE YEAR OCT/NOV AND APRIL/MAY ) AS PER ITEM MoRD NO 62197/15-6 ( RATE PER KM =1000X2X1.8=3600)KM3600.003600.002Slip Clearance for Genral Maintenance purpose Cost Limited up to Rs.17000.00 Per Km.Rs.17000.002SLIP CLEARENCE FOR GENERAL MAINTENANCE PROPOSED COST COST LIMITED UP TO Rs. 17000.00 PER KM0.00KM003Dressing of patries including dressing surface, filling upto 8 cm and making namunas on either side of road true to patri template with side slopes and clearance of busses upruting grass as directed by Engineer -in - Charge for proper completion of the work (twice in a year Oct./Nov. and April/May) as per Old schedule item No. 535Rs.1280.003Dressing of patries including dressing surface, filling and making namunas on either side of road true to patri template with side slopes and clearance of busses upruting grass as directed by Engineer -in - Charge for proper completion of the work (twice in a year Oct./Nov. and April/May) as per Old schedule item No. 62189/15-2-1100.00sqm12.812804White washing guard stones, edge stone parapet etc. (twice in a year Oct./Nov. and April/May) as per Old schedule item No. 534 (2(500+400)Rs.640.004White washing guard stones, edge stone parapet etc. as per technical specification Clause 1915 (twice in a year Oct./Nov. and April/May) as per Old schedule item No. 62208/15-1350.00sqm16.008005Maintenance and Clearance of Scupper and catchpit half chocked and fully chocked (twice in a year Oct./Nov. and April/May) including dressing & Levelling and ramming for same as directed by Engineer-in- Charge as schedule item 531 (cost limited per Km. Rs. 12000.00)Rs.25503.005Maintenance and Clearance of Scupper and catchpit half chocked and fully chocked (twice in a year Oct./Nov. and April/May) including dressing & Levelling and ramming for same as directed by Engineer-in- Charge as schedule item 62199/15-7-214.00sqm1821.725503.86Fixing disturbed caution board/village name board/speed limit board etc (once) lump sumRs.7506restoration of rain cutswith soil, morrum gravel or a mixture of these,clearing the loose soil,benching for 300mm laying fresh material and compaction with power rammer or other to restore the original alignmentas per drawing and technical specification Clause 1902-62188/15-1-215.00cum243.236487Providing and fixing displaced edge stone etc (once) Lump sumRs.700.007maintenance of road sign by the way of clearing and repainting of mandatory/regulatory/cautionary and place identifications sign board as per drawing and technical specification Clause 1910 item no 62201/15-91.00km808.9808.98Cutting branches of trees (once) 50 Nos @ 15.00 eachRs.1054.508Providing and fixing displaced edge stone etc (once) Lump sum1.00km7007009Clearing of wild seasonal growth on berms (once) after rainy season. Lumb sum @ 0.75 per Mtr.750.009Cutting branches of trees and shrubs from the road way or with R.O.W includingdisposal of wood and leaves to suitable location as per technical specification clause 1914 item no 62205/15-12-150.00nos70.3351510Painting of Km stone and caution boards every three years. Cost limited Rs.3750.00 per Three YearRs.10maintenance of 200 meter km stone by the way of refitting of tiled atone repairing with cement mortor cleaning reparing and lettering on 200 meter km stone and 5 km stone as per drawing and technical specificetion clause 1012/62204/15-111.00km597.9597.911Patch Repair and Pot Holes.Sr. No. - 37416, 15-3-2 Surface in 10% area = 330.00 Sq.M.@ 193.90 Per Sq.M. = 63987.00Rs.TOTALRs40453.60TotalRs.51277.50Executive Engineer


Environment00PART A ENVOIRNMENTAL PROTECTION WORKS.No.Analysis of Rate1Making Rain Water Harvesting Pits on Down Stream Side of the Scuppers as per standard drawing & design including all material labour T&P all taxes and royalties etc.required for proper completion of the work.(A)Excavation in foundation in all types of soils I/C leads & lifts and disposal of all excavated materialas per direction of Engg.in charge.Qty. as per standard drawing =1x22.50.8751.5=6.56Cum.1x210.8751.5=2.63Cum.Total9.19Cum.Cost of Excavation9.19237.102178.36(A)(B)R.R.Stone Masonry laid dry including all material labour T&P etc.as required for proper completionof work I/C all royalties and Taxes etc.Qty. as per standard drawing1x2/22.501.3751.5=5.16Cum.1x2/22.501.3751.5=5.16Cum.Total10.31Cum.Cost of R.R.Stone Masonry laid Dry.10.311532.1015799.78(B)Total of A+B =17978.14Say. Rs.17978.10EachBIO ENGINEERING HIDDENDETAILS OF BIO ENGINEERING2S/NoLocationNo.1Km 125.002Km 221.003Km 319.004Km 422.005Km 523.006Km 614.00TOTAL124.00DETAILS OF SEEDING AND MULCHING3S/NoLocationLengthHeightQuantity1Km 10.004.000.002Km 20.004.500.003Km 30.005.000.004Km 40.004.000.005Km 50.004.500.006Km 60.004.000.00TOTAL0.00Sq.M.0PART A ENVIRONMENTAL PROTECTION WORKBILL OF QUANTITYS. NoDescription of workUnitQtyRateAmountRemark1Making Rain Water Harvesting Pits on Down Stream Side of the Scuppers as per standard drawing & design including all material labour T&P all taxes and royalties etc.required for proper completion of the work.No.0.00Rs.17978.100.003Preparation of seed bed on previously laid top soil, furnishiing and placing of seeds, fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 per sqm and laying and fixing jute netting, including watering for 3 months all as per specification 8.11,1600 & 300Sq.M.0.00Rs.131.700.00TOTAL0.00Say0.00LacJr. EngineerAsst. EngineerEx Engineer000000


PAVEMENTName of Work- Costruction of PAITHANI TO MALUND Motor Road (stage 1&II) under P.M.G.S.Y. SRINAGAR, Length Km 6.175 KmBlock - THALISAINDETAIL OF PAVEMENT DESIGNDistt. - PAURIAS PER IRC : SP : 72 - 2007CONVERT AS PER IRC : SP : 77 - 2008KMC.B.R. VALUE (%)Traffic CategoryCumulative ESAL applicationSub grade strength classesInitial base thickness (mm)Modified soil / improved subgrade (C.B.R. not less then 10)Final base thickness WBM G-IIIWBM G-IIGraval Base thickness (mm)Convert sub - base thicknessG.S.B. Layer - I (mm)G.S.B. Layer - II (mm)G.S.B. Layer - III (mm)KM-18.40T3101223S4225.0075.00225.000225.00125.00100.000.00KM-28.45T3101223S4225.0075.00225.000225.00125.00100.000.00KM-37.89T3101223S4225.0075.00225.000225.00125.00100.000.00KM-48.20T3101223S4225.0075.00225.000225.00125.00100.000.00KM-58.59T3101223S4225.0075.00225.000225.00125.00100.000.00KM-68.20T3101223S4225.0075.00225.000225.00125.00100.000.00KM-77.29T3101223S4225.0075.00150.000225.00150.0075.000.00KM-88.81T3101223S4225.0075.00150.000225.00150.0075.000.00KM-98.20T3101223S4225.0075.00150.000225.00150.0075.000.00KM-108.50T3101223S4225.0075.00150.000225.00150.0075.000.00

cProforma CPRADHAN MANTRI GRAM SADAK YOJANA ( PMGSY)CHECK LIST FOR P.I.U. & S.T.A.( For Indvidual Road Works )To be filled by PIU.1. Location :-State:UttrakhandDistrict :DehradunBlock:Kalsi2. Package No:-3. Name of the Road:Kotha Tarli to Umrau (Ubrau)4. Total Length (Km) -10.976In Built up area -0.000KmIn Open Area -0.000Km5. Estimated Cost Rs :Average Cost :ItemTotal Cost (in Lakhs)Cost per Km. (Lakhs)Hill side cutting99.419.06Pavement work299.7827.31Rigid Pavement0.000.00Others (Incl Earthwork)326.8029.77Total725.9966.146. Type of proposal:-New connectivity / Up gradation-If the proposed road is a New connectivity- Is the road a part of core networkYESIf Yes Through Route/ Link Route No.- Name of the unconnected Target Habitation (s) (to be crosschecked with CN-6)Namau- Population sub served by the proposed road.442- Does the Proposed Road lead up to the Habitation for which it is supposed to provide connectivity (In other words are you sure that the road is not being made partially?)YES- Does the proposed Road connect the unconnected Habitation to -a) Another habitation having All- weather road. -b) Directly to an All weather road. If ( b) indicate the nature of road to which the proposed road leads.( A ) (B)RRMDRSHNH- If the proposal is for up gradationYES / NO- is the road a part of the core networkYES / NO- is it associated Through Route or NotYES / NO- PCI value- Age of the road- Is it certified that there are no other unconnected Eligible Habitations in the district.YES / NO7. a) Whether the Proposed Road has the desired carriage way width,Roadway width and Road Land Width (RLW )YES / NOb) Indicates the actual widths of the following for the proposed roadIn the Built Up Area (m)In the Open Area (m)a) Carriageway3.753.75b) Roadway6.006.00c) Road Land Width10.0015.00INDEX MAP (not to scale ) : Attached saperatelyName of Road :Kotha Tarli to Umrau (Ubrau)Cross Section detailsa) Cross Section of The Existing road showing different component layers.KATCHA ROADcross section as per attached photographsb) Cross Section of The Proposed road showing different component layers(Should be as per Actual Provisions of DPR)ATTACHED SEPARATELY8. Base year traffic volumeMonth & Year of Traffic Volume Count =OCTOBER 2012 (Harvesting Season)Motorised TrafficNon Motorised TrafficDaysCars, Jeep, Vans, Three WheelersMotorised two WheelersLight Commercial VehicleTrucksAgricultural Tractors TrallersBusesCyclesCycle RickshawaAnimal Drawn VechicleLUOLLUOLLUOLSWCNum. TyredDay 18113142206600001989-Day 261188220101000002868-Day 361261222014140000291011-Average6.67119.0011.332.002.000.0010.0010.000.000.000.000.0025.338.009.33-ADT in the year of Traffic Count =203.67Growth rate adopted (%) =6.0Base Year Traffic AADT (T) =127Design Life =Design Life =10 YearsNumber of Harvesting Seasons =2No. of Days in Each Harvesting Season (t) =75Value of (n) assumed =1Cumulative ESAL =60087Traffic Category =T39 Subgrade CBR ( for Different Sections ) =Chainageiii00Location0iCBR %4.053.9500Design CBR %0410. Cost DetailsCost Rs.Cost /km (Rs)A.General CostsB. Pavement ComponentsDescription of layerThickness in mmQuantityCost (in Lakhs)Cost/ km(in Lakhs)Earth Work - in Excavation/ Cutting99.4069.057Earthwork- in Filling (Embankment)16.6041.513Subgrade (if Provide Seperately)0.0000.000Granular Sub base126.40411.516Shoulders (If not considered in the Earthwork)3.7510.34Soil + Aggregate Mix-WBM Gr - I-WBM Gr -I I-WBM Gr -I I I50.7374.62C.Bituminous LayersPrime Coat46312.5020.5161.869Tack Coat46312.506.0670.553OGPC46312.5065.6255.979Seal Coat46312.5030.42710.976M P M / B B M---Surface Dressing---D. Cement Concrete RoadE: C D WorksNo. of Existing CD Works0Do they require any improvement- specify the nature of improvement proposedNO.All the Existing damaged CD works are to be replaced with New Hume pipe culverts.If yes, their Number and Cost of improvement00.000Location - Chainage ( Similar Type of CD's may be grouped together)Type of CD & their NosTotal Length of Bridge/ CulvertCost in Rs.Scupper66.00086.4710.00RCC ( 0 )0.000BOX ( 0 )0.000CAUSEWAY9.00012.471Total Cost of Proposed CD works98.9429.014Cost (in Lakhs)Cost /Km (in Lakhs)F. Protection works134.22112.229G. Pucca Side Drains (if Provided)21.6221.970LengthmH. Road Logo, other Road Furniture3.0860.281I. Other Workes (Please specify) slipe clearence, leveling/cutting pillers etc. Utility Shift2.3000.210Five year Maintenance cost46.277Total Cost of the Project (Rs)725.98666.143Name of the roadKotha Tarli to Umrau (Ubrau)J. Five Year Routine MaintenanceYearCost in lakhs% CostCost /kmII6.0180.830.548IIII6.6200.910.603IIIIII11.9141.641.085IVIV7.8241.080.713VV13.9001.911.266Total Maintenance CostTotal46.2776.3711. Whether the road has Geometrics as per Rural Roads Mannual RRM / Latest Circulars of NRRDA.12. Whether C.D.works / Protection works are provided as per RRM / Latest Circulars of NRRDA/ Respective Codes.13. Whether the Cost etimates are as per standerd data analysis and S.S.R.14. Sources and the Lead distances of Materials are as underMaterialSourceLead Distance (Km)MaterialSourceLead DistanceEarthLocal1EarthLocal1Moorum(Subgrade)MoorumAggregateVikasnagar45AggregateVikasnagar45SandVikasnagar45SandVikasnagar45Certified that information provided is truePrepared ByChecked ByScrutinized By(Name)Counter Signatures ofCo-ordinator STA :To be filled by State Technical AgencyName of the STA:Name of Road :L023 TO BARMANI15Is the Proposed Road entered on the OMMS :Yes/ No(Data entries to be verified by STA before Clicking the Propopsal)Yes / No16If the Proposal is for new connectivityHave you satisfied yourself that the proposed road is a part of Core NetworkYes / NoIs the unconnected habitation (s) part of list of unconnected Habitations as per CN-6Yes / NoDoes the Proposal ensure full connectivity to Target Habitationa) If No, the name of Unconected Habitation up to which it is connectedYes / Nob) If such Unconnected Habitation eligble Under PMGSYYes/ No17Are you satisfied with the followingEngineering Surveys(L section, X section must be verified)Yes / NoSoil/ Material Investigation( CBR, Density, LL, PI, Gradation to be verified)Yes / NoTraffic Surveys / EstimationYes / NoHydraulic Studies.Yes / No( Catchment for structures with more than 2 Vents to be verified from topo sheet. Location and requirement of all CD structures to be verified from L section )18In case , Traffic is projected beyond T 4 Category are you satisfied with the reason given by PIUYes / No19In case, sub grade CBR is less than 3; has Soil Stabilisation etc. been proposedYes / No( If not , specific Reasons given by PIU)Yes / No20Is the design of the following elements as per Rural Roads Manul / Circulars of NRRDA:Alignment & GeometricsYes / NoLocation and type of CD works andYes / NoSide drainsYes / NoIntegration for Cross and longitudinal DrainageYes / NoProtection WorksYes / No21Is the design of flexible Pavement as per IRC SP: 72- 2007 and design of Rigid Pavement as per IRC SP:62- 2004 .Yes / No22Does the Estimation Conform to Standard Rate Analysis and SSR generated for the current PhaseYes / No23Does the proposal have provisions forPMGSY Logo Sign Boards and Information BoardKm/Hm StonesYes / NoGuard Stones (where necessary )Yes / NoTraffic Sign Boards (as necessary)Yes / No24Secific Remarks, if any, by STA( Specific remarks of STA about the overall project are necessary on each DPR)Certified that the Design and Estimation for the Proposed Road work are based on the data and SSR provided by PIU Engineers . The Proposal after final Correction is entered on the OMMS.The Propasal may be considered for clearance.Technical Scrutiny at STA done by:SignatureCo-ordinator STA:NameSignatureDateNameDateDate

BOQBILL OF QUANTITY00S/NoReference to MORD SpecificationItem of WorkQtyUnitRateAmountHILL SIDE CUTTING1Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. (For Passing Places)A77679, 8-3-2-ASoil0.000104.700.00B77633 8-3-4Ordinary Rock0.000155.900.00C77634 8-3-5-AHard Rock0.000286.200.00Sub-Total0.00Cum0.0020Cartage for excavated materials (Soil) at a suitable dumping places for environmental protection of Khud side land of the road and as as per Clause 303.5.2 as per Technical Specification Clause 302.3.110.00Cum0.000.003000.0000.000.003 A00.000.00Cum0.000.00475481 16-6 R&BCoolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.0.00Cum1158.400.00Total0.00PROTECTION WORK577636, 8-4-1Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.A0.00Cum237.100677638, 8-4-3Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.A0.00Cum3055.800.00775478 16-3 R&BRandom Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.0.00Cum1532.100875479/16-4,Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.A0.00Cum590.600.009AS PER ANALYSIS ATTACHEDProviding Edge stone on valley side of formation as per drawing including supply of all materials ,labour,T&P etc. required for proper completion of the work as per MORD Specificaion and as directed Engineer-in-charg.0.00Per No.0.00010 (a)AS PER ANALYSIS ATTACHEDConstruction of parapet in RR stone masonry laid in 1:5, C/S mortar providing M10 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.( without base concrete)0.00Per Rmt.0.00010Construction of parapet in RR stone masonry laid in 1:5, C/S mortar providing M10 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.( witht base CC M10 )0.00Per Rmt.0.000.0010A75507 16-15-AProviding and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMCseries channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 mhigh, 1.1 m below ground/road level, all steel parts and fitments to be galvanised byhot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 8100.00METER2276.100.001177863, 14-2Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer in charge.0.00Cum2007.700.0012R&B 67071/16-14-AConstruction of Hill side Katcha drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge.0.00Mtr91.100.0012A75504 16-13-3-A-R&BConstruction of Hill side Pucca KC drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge.0.00Rmt.682.500.0012B75482 16-7 R&bCement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)0.00Cum4609.500.00PAVEMENT WORK1377455 4-1-A-1Construction of granular sub - base by providing well graded material, surface, mixing by mix in place method with rotavator OMC, and compaction with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.0.00Cum1544.2001477474, 4-7-3-BProviding,laying , sperading and compactiong stone aggregates of specific sizes to water bound macadam Grading - III specification ( 53mm to 22.4mm @ 0.91cum per 10 sqm for compacted thickness of 75mm ) including spreading in uniform thickness, hand packing, rolling with a three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening materials ( 11.2 mm stone grit for Grading - III @ 0.18 cum per 10 sqm ) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Specification0.00Cum2421.900.001577496, 5-1-2Providing and applying primer coat with bitumen emulsion ( SS-I) on prepared surface of water bond macadam base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 Kg/Sqm using machanical means as per MORD Specification.0.00Sq.Mtr.48.600.001677500, 5-2-3Providing and applying Tack coat with bitumenous emulsion ( RS-I) using emulsion distributor @ 0.25 to 0.30 Kg per Sqm on the prepared bituminous surface treated with primer & cleaned with hydraulic broom as per MORD Specification.0.00Sq.Mtr.14.400.001777540, 5-9-2-1Providing, Laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen 80-100 ( S-90 ) to 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 three wheel 80-100 KN static roller capecity, finished to riquired level and grades as per MORD Specification.0.00Sq.Mtr.197.900.001877581, 5-12-B-A-1Provinding and laying seal coat for sealing the voids in a bituminous surface laid to the specification levels, grade and cross fall using Type "A" ( with Crushed stone chipping, 6.7 mm size 100% passing 11.2 mm sieves and retained on 2.36 mm sieve applied @ 0.09 cum per 10 Sqm ) as per MORD Specification.0.00Sq.Mtr.88.400.00A00.000.00Sq.Mtr.0.000.00Total0.0019CROSS DRAINAGE WORKSa77424/3-3Construction of pucca scupper C/O 1 m span with CC base including catch pit including supply of all materials, labour, T&P etc required for proper completion of work as per drawingR &B specification as directed by Engineer-in-Charge.0.00Mtr25370.300.00b77749/11-1-1-1earth work in excavation foundation for cross drainage structure,retain walls for cause way in all types of soil & rocks as met on site with all leads & diposals as directed by engineer in charge0.00cum237.100.00c77877/14-11-1-3providing & laying stone pitching plain cement concrete in open foundation for cuaseway as per drawing & t.s0.00Cum3212.700.00d77758/11-4-1-1providing & laying plain concrete 1:3:6 grade concrete in open foundation for cuaseway as per drawing & t.s0.00Cum5594.900.00e77765/11-4-5providing & laying R.C.C (1:2:4) grade plain concrete in open foundation for cuaseway as per drawing & t.s0.00Cum7745.500.00f62076/11-9Supply& fitting,bindng & placing MS bar reinforcement for causeway as per drawing & technical specification of MoRD0.00Cum5568.550.00f62076/11-9Supply& fitting,bindng & placing MS bar reinforcement for causeway as per drawing & technical specification of MoRD0.00qtl0.000.00gMinor Bridge of 10 m span0.00nos1.000.00Total0.00ROAD FURNITURE2077737/10-10 (iii)Providing and fixing 1km stone totally7nos2241.7015691.92177735/10-10-(i)same as above but for 200m hectometer stone0nos586.30022AS PER ANALYSISsame as above but for 5km stone0nos3669.1002377740/10-16Providing fixing of PMGSY Logo board at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MORD specification and direction given by Engineer in charge.0nos0.0002477740/10-16Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MORD specification and direction given by Engineer in charge.0.00Nos0.000.002577716/10-2-B-(i)Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.&( one Also Maintance Board )0.00Nos12244.700.002677730/10-4-BProviding & fixing of traffic sign board mandotary and informatory as per attached standard drawing dully painted and written as per the MORD specification0.00nos3716.800.002777730/10-4-BProviding & fixing of semi reflective Direction and place identification sign board up to 0.90sqm as per attached standard drawing dully painted and written as per the MORD specification0.00nos3410.200.0028000.000Per Km.0.000.0029As per PWD specificationPrepairing the Plane Table survey & Levelling for completion Plan as per Engineer-in-Charge & as per P.W.D. specification.0.000Per Km.13200.000.00Total0.00G/Total0.00SayRs.0.0055496353.3276Lac00.00LacGrand Total0.00LacFORMAT F - 60.00LacFORMAT F - 70.00LacNET TOTAL0.00LacJr. EngineerAsst. EngineerEx. Engineer


anylsis of TBMnohiegthwidthlengthqtyitem no10.450.450.450.09cumitem no 2plaster10.450.450.2010.450.450.200.41sqmitem no 3paintingas per item no 20.41sqm

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