| 3 | Timarni Total 1.75 Amount of Construction Cost 142.44 Lacs Amount of Maintenance Cost 2.35 Lacs Total Amount of PAC 144.79 Lacs Sl. No. SOR .no. Description of item Unit Quantity RATE AMOUNT 1.6 Setting out work completed with construction of reference benchmark/working benchmark (minimum 5per Km ), made of concrete M-10 of size 575x575x450mm with a base of size 900x900x100mm including white washing, marking of chainage, Levels etc.(As per drawing Annex-I) and reference pillars made of cut stone having minimun thickness 65 mm / precast concrete poles/concrete (M-10) filled AC pipes @ 100 m interval embaded in concrete base of M-10 of size 300x300x750mm on both sides of the formation width, marking on centre line setting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and marking etc. as directed by Engineer-in-Charge. The setting out work will be maintaind by the contractor till the completion of work.(This item will be mesured and billed as follows after setting out is completed) A. Reference benchmark/working benchmark (As per drawing annex-I) A A. Reference benchmark/working benchmark (As per drawing annex-I) Per no 10.0 1103.0 11030.0 B B. Reference piller (As per drawing annex-I) Per no 20.0 642.0 12840.0 2.1 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. a) In area of non-thorny jungle Total Qty Hac. 1.05 18004.0 18904.0 Scarifying Existing Bituminous Surface to a Depth of 50 mm Excavation, Carting i/c Removal of Unsuitable Soil with Disposal upto 1000 m 2.5 Dismantling of Structures Dismantlingof existingstructures likeculverts, bridges, retainingwallsandother structurecomprisingof cement concrete includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial, disposal of unserviceablematerial andstacking theserviceablematerial with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete Cum 0.0 544.0 97800.0 2.6 Dismantling Brick/Stone Masonry, stone pitching Dismantlingofexistingstructures likeculverts,bridges, retainingwallsandotherstructurescomprisingofbrick/stonemasonry, includingdisposalofunserviceablematerialandstackingtheserviceablematerialwithall liftandleadof1000masperTechnicalSpecificationClause202. (B) Stone masonary (i) Cement Mortar Cum 0.0 304.0 0.0 2.7 Removingall typesofHumepipesandstacking includingEarthworkandDismantlingof Masonry Works as per Technical Specification Clause 202. (a) Upto 600 mm dia Hume pipe RM 0.0 234.0 0.0 (b) Above 600 mm to 900 mm dia Hume pipe RM 0.0 316.0 0.0 (C ) Above 900 mm dia Hume pipe RM 0.0 541.0 0.0 3.4 Excavation, Carting i/c Removal of Soil with Disposal upto 1000 m Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge Total Qty Cum. 662.4 46.0 30470.0 3.2A Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures or from borrowarea graded by motor grader and compacted by using vibratory rollers of 80 to 100 kNstatic weight to meet requirement of Tables 300.1 and 300.2 as per TechnicalSpecification Clauses 301.3 & 301.5 including, watering rolling etc complete. Total Qty Cum. 169.92 80.0 13594.0 Construction of Embankment, subgrade & earthen shoulders with Material Obtained fromBorrow Pits 3.3B Construction of embankment, subgrade & earthen shoulders with approved material(Select soil having CBR > 7) obtained from borrow pits i/c all leads and lift and removalof top soil if any, including cost of land as a source of material, transporting to site,spreading, graded by motor grader to required slope and compacting using vibratoryrollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2including all leads, etc. as per Technical Specification Clauses 301.3, 301.5, and 303. Total Qty Cum. 4355.37 163.0 709925.0 3.3A Construction of Embankment, subgrade & earthen shoulders with Material Obtained from Borrow Pits Construction of embankment, subgrade & earthen shoulders with approved material (Select soil having CBR > 7) obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, etc. as per Technical Specification Clauses 301.3, 301.5, and 303 Subgarade Section for - Total Qty Cum. 0.0 198.0 0.0 4.1 Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 A A ) Crushed stone materials Total Qty Cum. 603.75 1069.0 645409.0 4.8 Construction of Shoulders as per Technical Specification Clause 407. Hard Shoulders Construction of hard shoulder as per clause 407 with selected soil having CBR value not less than 12 inclusive of all leads and lifts providing 4% camber I/c operations like watering, rolling and compaction, royalty charges etc. as per clause 303.5 Net Qty Cum. 371.25 376.0 139590.0 Wet Mix Macadam 4.7 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricating and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Net Qty CUM 210.94 1963.0 414075.0 Prime Coat 5.1(i) Prime Coat with bitumen emulsion :- Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as perTechnical Specification Clause 502 Net Qty SQM 0.0 52.0 0.0 5.2(i) Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Net Qty SQM 0.0 14.0 0.0 5.9 (A) 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm 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 capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 506. (II) VG30 II VG30 Sqm. 0.0 137.0 0.0 5.12 Seal Coat -Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 508, (Type B VG 30) II TYPE-B (ii)VG30 Sqm. 0.0 50.0 0.0 Cement Concrete Pavement (CC M-30 without dowel bars) 6.9 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of transverse joint as per MORD 2014 Clause no. 1501.8, admixtures as approved, curing of concrete slabs for 14-days, Total Qty CUM 549.47 5770.0 3170442.0 6.11 Cement Concrete Pavement (CC M-30 without dowel bars & without joints)Construction of un-reinforced, plain cement concrete pavement, thickness as perdesign, over a prepared sub base, with 43 grade cement or any other type as perClause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer ofnot less than 0.2 cum capacity and appropriate weigh batcher using approved mixdesign, laid in approved fixed side formwork (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the formwork as perdrawing), spreading the concrete with shovels, rakes, compacted using needle, screedand plate vibrators and finished in continuous operation. Including admixtures asapproved, curing of concrete slabs for 14-days, MORD 2014 Clause no. 1501.8. Cum 597.8 5747.0 3435557.0 6.12 Cutting of joint in Cement Concrete slab (panelled slab) by joint cutting machine 1/4 to 1/3 depth of concrete slab as per MORD 2014 Clause no. 1501.8 (Unsealed Joint) (iv) For 12.5cm thick CC Slab (Running meter of Joint) M 15750.0 16.0 252000.0 (ii) For 20 cm thick CC Slab (Running meter of Joint) M 0.0 25.0 0.0 6.10 (I) Filling of Contraction Joint with bitumenus sealant using bitumenus primer bitumenus sealant and Jute rope 4mm dia (i/c 5% wastage) M 15750.0 45.0 708750.0 7.5 Cement Concrete Pavement Construction of un-reinforced and construction joint only, plain cement concretepavement, thickness as per design, over a prepared sub base, with 43 grade cement orany other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregatesconforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixedin a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcherusing approved mix design, laid in approved fixed side formwork (steel channel, layingand fixing of 125 micron thick polythene film, wedges, steel plates including levelling theformwork as per drawing), spreading the concrete with shovels, rakes, compacted usingneedle, screed and plate vibrators and finished in continuous operation includingprovision of contraction and construction joints, applying debonding strips, primer,sealant, approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, Total Qty Cum 6.6 5926.0 39112.0 9.1 Excavation for Structures Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, sortingout servicible & unservicible materials and disposal of all materials upto 1000 m lead and backfilling with approved material. A. A Ordinary soil (i) Upto 1.5 m depth CUM 119.245 268.0 31958.0 (II) 1.5 m to 3 m depth CUM 7.411 360.0 2668.0 9.2 Bedding for Pipe (ii) Type B (First Class) Bedding Laying(FirstClass)beddingwithwell compactedsand,moorumorapprovedgranularmaterial as per Clause 1101.5 Cum 18.907 786.0 14861.0 9.3 Providing and Laying Reinforced Cement Concrete Pipe NP3 ISI Marked,PlainEnds(conforming to IS Code 458-2003} as per design Providingand layingISImarkreinforcedcement concretehumepipeNP3 for culvertsonfirstclassbeddingofgranular material insinglerowincluding jointing withcementmortar1:2butexcludingexcavation,protectionworks,backfilling,bedding, concreteandmasonryworks in head walls and parapets Clause 1101.6 (B) 1000 mm dia RM 22.5 5009.0 112703.0 9.8 Providing & Laying Non ISI mark Cement Concrete hume Pipe (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonary work in head wall and parapets. A) NP3 Pipes 600 mm dia 10.00 m Length @ 2 per km RM 40.0 1680.0 67200.0 E) NP2 Pipes 300 mm dia 10.00 m Length @ 2 per km RM 40.0 433.0 17320.0 10.1 Printing New Letters and Figures of any Shade Printingnewletterandfiguresofanyshadewithsyntheticenamelpaintblackoranyother approvedcolour togiveanevenshadeasperdrawingsandTechnicalSpecificationClause 1701 (i) Hindi (Matrascommasandthelikenot tobemeasuredandpaidfor. Half lettersshallbe counted as half only) per cm height per 4375.0 1.0 4375.0 10.3 Painting Two coats on new concrete surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in Total Qty SQM 0.0 120.0 0.0 10.6 Kilometer Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) i) 5th Kilometre Stone (precast) each 0.0 3756.0 0.0 ii) Ordinary Kilometer Stone (Precast) each 3.0 2203.0 6609.0 iii) 200 m stone (precast) each 7.0 623.0 4361.0 10.14 Speed Breaker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. A For 7.50 M Formation Width each 2.0 29400.0 58800.0 Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width)) 10.16 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 Total Qty Sqm 29.6 20.0 592.0 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project (A) PMGSY Sign Board 10.12(A) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 each 1.0 14180.0 14180.0 Construction of cement concrete PMGSY information board PMGSY Logo Board 10.12 (B) Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 60 gauge sheet over frame of angle iron 25×5×3 as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 each 1.0 4366.0 4366.0 Providing and Fixing 'citizen's information board' of PMGSY Project 10.13 Providing and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY. each 1.0 19745.0 19745.0 10.2 (ii) Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 B 600 mm Circular each 6.0 3531.0 21186.0 C 800 mm x 600 mm rectangular each 2.0 4014.0 8028.0 D 600 mm x 450 mm rectangular each 2.0 3499.0 6998.0 E 600 mm equilateral & triangle each 8.0 3219.0 25752.0 A 900 mm equilateral & triangle each 2.0 3695.0 7390.0 10.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Net Qty Sqm 119.0 638.0 75922.0 11.2 Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 ii ii) Granular material filling for Foundation CUM 0.0 491.0 0.0 11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(ii) P.C.C grade M 15 I Nominal mix 1:3:6 with 40 mm and down graded metal CUM 31.81 4493.0 142922.0 II P C C GRADE M-15 cum. 510.75 4526.0 2311655.0 11.8 Supplying, fixingandplacingTMTbar reinforcement infoundationcompleteasperdrawingsand technical specifications Clauses 1000 and 1202 Total Qty MT 0.0 69078.0 0.0 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 includin g setting out, construction of shoring and bracing, removal of stumps and other 1.0 Ordinary Soil (i) Upto 1.5 m depth (In Retaining Wall) Total Qty cum 369.6 268.0 99053.0 (ii) Upto 1.5 m to 3 m depth (In Retaining Wall) Total Qty CUM 50.4 360.0 18144.0 (iii) Ordinary rock (not requiring blasting) Upto 3 m dept Total Qty Cum 0.0 450.0 0.0 (IV) Hard rock (blasting prohibited) Total Qty Cum 0.0 471.0 0.0 12.3 Plasteringwith cement mortar (1:4), 15mm thick on brickwork in substructure as pertechnical specification Clauses 613.4 Total Qty Sqm 0.0 178.0 0.0 12.5 Plain/reinforcedcement concrete insubstructurecompleteasper drawingsand technical specification Clauses 802, 804, 805, 806, 807, 1202 (ii) (i) P.C.C grade M 15 Nominal mix (1:2.5:5) Cum 298.7 4787.0 1429877.0 (IV) R.C.C grade M 20 Cum 0.0 5375.0 0.0 12.6 Supplying, fixing and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1204.15 & 1202 Total Qty MT 0.02 69078.0 1382.0 12.7 Supplying, fixingandplacingTMTbar reinforcement (Fe500) insubstructruecompleteasper drawings and technical specification Clauses 1002, 1005, 1204.15 & 1202 MT 0.0 69078.0 0.0 Total Qty 12.9 Providing 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 (V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Total Qty M 107.0 160.0 17120.0 12.1 Backfillingbehindabutment,wingwallandreturnwallcompleteasperdrawings&technicalspecification Clause 1206.3. (i) Granular material Cum 9.12 818.0 7460.0 12.16 Providng and fixing in position bituminious paper bearing for slabs as per approved drawing and confirming to IS:1398 Total Qty Sqm 0.0 48.0 0.0 13.1 Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1400 (ii) R.C.C M 25 Cum 0.0 6156.0 0.0 13.2 Supplying, fixing, andplacingTMTbar reinforcement in superstructurecompleteasperdrawing and technical specifications Clauses 1002, 1204.15 and 1202 Total Qty MT 0.0 69078.0 0.0 13.3 Supplying, fixing, andplacingTMTbar reinforcement in superstructurecompleteasperdrawing and technical specifications Clauses 1002, 1204.15 and 1202 Total Qty MT 0.0 69078.0 0.0 13.5 Providingand laying cement concretewearing coat 75mmthickM30grade includingreinforcementof8mmdiameterand150mmspacinginbothdirectionshallbeprovidedatthemiddepthof thewearingcoatetccompleteasperdrawingandtechnical specificationsClauses 800 and 1400 Total Qty Cum 0.0 12088.0 0.0 13.6 Construction of R.C.C. railing of M25 grade in cast-in-situwith 20mmnominal sizeaggregate, trueto lineandgrade, toleranceof vertical railingpostnot toexceed1 in500,centre-to-centrespacingbetweenverticalpostsnot toexceed2000mmasperdrawingandtechnical specifications Clauses 800, 900, 1404 & 1706 Total Qty M 0.0 3021.0 0.0 13.9 Drainage spouts complete as per drawing and technical specifications Clause 1404.5 Total Qty No. 0.0 1651.0 0.0 13.16 Filler Joint (iii) Providingandfixing20mmthickcompressiblefibreboardinexpansionjointcompleteas per drawing and technical specifications Total Qty Sqm 0.0 611.0 0.0 14.1 Guard stones Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones / RCC M-15 and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat with redimix enamel paint including excavation of pit etc. complete. each 22.0 544.0 11968.0 14.2 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 with minimum size and weight of stone as per table1300.2, no stone weight weighting less than 25 kg.Stone/Boulder CUM 0.0 1034.0 0.0 14.3 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 CUM 0.0 1617.0 0.0 15.7 (I) Maintenance of Culverts (a) aintenance of Hume pipe Culvert by way of Clearing of silt or debris on both up stream & down stream Cleaning, Erosion repair, repairs to cracks, parapet wall, protection work and invert to restore in original condition as per drawing and technical specification Clause 1909 (For one row) For 1 Row of HPC No. 0.0 1311.0 0.0 (B) For 2 Row of HPC No. 0.0 1639.0 0.0 For 3 Row of HPC No. 0.0 1967.0 0.0 14244093.0 Say Rs. 142.44093 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) {Ministory Of Rural Devlopment , Govt. Of India} Maintenance of Road Project Package No MP15912 Road Name HARDA NARMADAPURAM ROAD TO PIPALIYA KALA District HARDA Length 1.75 KM Block Timarni Description of Item Amount Required for maintenance of Road for five years after completion of Project. For BT Road 5.50m(KM) Rate(Rs) Amount For BT Road 3.75m(KM) Rate(Rs) Amount For CC Road (KM) Rate(Rs) Amount Amount (Rs) 1st Year 0.0 48600.0 0.0 0.0 41460.0 0.0 1.75 31660.0 55405.0 55405.0 2nd Year 0.0 57800.0 0.0 0.0 48540.0 0.0 1.75 31660.0 55405.0 55405.0 3rd Year 0.0 108800.0 0.0 0.0 68655.0 0.0 1.75 31660.0 55405.0 55405.0 4th Year 0.0 130200.0 0.0 0.0 78455.0 0.0 1.75 31660.0 55405.0 55405.0 5th Year 0.0 151600.0 0.0 0.0 88255.0 0.0 1.75 31660.0 55405.0 55405.0 0.0 0.0 130000.0 277025.0 235025.0 Total Amount in Rs. 235025.0 Say in Lacs. 2.35 Lac Total Maintenance Cost I/c 18 % GST 2.77 Please Enable Macros to View BoQ information |
