ADB-YAV(II)-12 (5th Call)

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.( Rate as per CSR. It No. 2.2 (II) A ) Page No….i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.[ Item No. 3.2( ) Page No….. ]i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Clause 302.3[ Item No. 3.5 ( ii ) Page No ...]i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

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.[ Item No. 3.5 ( i ) Page No …. ]i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Construction 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5[ Item No. 3.3 Page no …. ]i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no ….i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.[ Item No. 3.15 ( i ) Page No….. ] i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no …..i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.[ Item no. 4.1 (A) ii Page no …...]Grading ii i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.[ Item no. 4.8 2(B) Page No.-...] i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.[ Item no. 3.14 ] Page-…..i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.[Spec.No. :- Item no. 5.5 A I page …..]i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.[Spec.No. :- Item no. 5.2( i ) Pg No…..] i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

[ Bitumen (S-65) VG-30 using Waste Plastic ] Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 or Type B or Type C as per Technical Specification Clause 508.(Without Tackcoat & Sealcoat)[Spec.No. :- Item no. 5.9 Case-II ( ii ) Pg No.29 ] Mech means i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

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 510[Spec.No. :- Item no. 5.12 Case- ( II ) ] Type B (ii) PAGE No…. i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

[ KM 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 1703RATE AS PER CSR I.No.10.10 ii) Page -…. i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

[ 200 M 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 RATE AS PER CSR I.No.10.10 iii) Page -….. i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP(Aluminum Composite Panel), material specification sasper clause17001.3.The top most plate will be of 3mm ACP indian ond shape of 600 x 600 mm size, riveted with MS angle iron frame of 25 mm x 25mm x 5mm size on back one dges.TheLowerplatewillbeof4mmACPof1100x300mmsizerivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.Rivetingofallthesheetsoverangleandflatironframewillbedoneneatlytohaveplainsurfaceononeside.TheangleironframeofBoththeplateswillbeweldedtoa75mmx75mmx12swgMildsteelpostat/TubeCentreandthispostwillbeembededincementconcreteM15gradeblockof450x450x600mmbelowgroundlevel.Theheightofthebottomofthelowerplatewillbe1200mmfromnormalgroundlevel.ThespacingbetweenthediamondshapedplateandLowerPlateiskept150mm.MMGSY/PMGSYlogo,lettersandnumeralsontheACPshouldbemadeupofRetroReflectivesheetingofClass-A/Class-BgradeasperthelatestMORDsection1700specifications(ReferCirculerno.NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).PrintingPMGSYLogo/MMGSYLogo/ProjectdescriptiononClassAorClassBtyperetroreflectivesheetingusingmoderntechnologyprintingplatform.TheprintershallbeapprovedbytheretroreflectivesheetingmanufacturerandprintedsignshallconformtoretroreflectivevaluesaslaiddowninIRC67-2012.TheinksusedforprintingshallbeecofriendlywithVOCemissionscomplyingtoUL2801standardsandspecificationsforthedifferentkindsofplatforms.TheprintedsignshallbelaminatedbyUVprotectedlaminateandshallcarryawarrantyof5years&7yearsforClassAandClassBsheetingrespectivelyfortrafficcolors.”Allthesectionoftheframeandpostsshallbepaintedwithprimerandtwocoatsofepoxypaint.Thedesign,paintingandletteringshallbedoneasperthePMGSYsignagemanualFig.1(A)andFig.1(B)andasdirectedbyEngineerin-charge.Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-Brespectively,fromoriginalmanufacturershallbesubmittedby contractor.RATE AS PER CSR I.No.10.16 page ….. i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. Rate as Per 9.40 B Pg No….. CSR-2019-20[ 1000 MM Dia ] i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm x 450 mm rectangular SOR item no. 10.2 B (V) Page No.-... - 600 mm X 450 mm rectangle i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved ,supported on a mild steel angle iron post 65mm X 65mm X 6mm-3.5 mtr height ,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cm X 45cmX 60cm, 60cm below ground level as per approved drawing.Both border & background shall be retro reflective as per Type IV standards.7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of three years out door exposurer eport from anindependenttestlabfortheproductofferedshallbesubmittedbythecontractor(Bottomoftheboardshallbeatleast2.6mtr.abovegroundlevel)Specification:IRC67:2012.ThereshallbeastampbehindtheACPsheetcarryingthenameofthesupplier,NameofsheetingManufacturer,Typeofretroreflectivesheeting,Installationmonth&year,Warranty period for retro reflective sheeting.[900 mm equilateral triangle ] RATE AS PER CSR I.No.10.2 B i) Page-39 CSR-2019-20 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704[Spec.No. :- Item no. 10.1 page …... ] i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

MMGSY/ PMGSY Citizen' sinformation Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as persection 1700 of MORD specifications and latest PMGSY Sign age Manual / Circuler and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750 mm size fixed at top & bottom duly rivetted with MS angles of 35x35x5mm thick M.S angle shall be welded by two vertical M.S angle of 5mm thick to 75mm x75mm of 12SWGs quare tubes/75mmDiaPipepostsdulyembeddedincementconcreteM20gradeblocksof600mmx600mmx75mm,belowgroundlevel.MMGSY/PMGSYlogo,lettersandnumeralsontheACPshouldbemadeupofRetroReflectivesheetingofClass-A/ClassBgradeasperthelatestMORDsection1700specifications(ReferCirculerno.NRRDA-P013(11)/3/2019Dir(Tech)dated02.12.2019).PrintingPMGSYLogo/MMGSYLogo/ProjectdescriptiononClassAorClassBtyperetroreflectivesheetingusingmoderntechnologyprintingplatform.TheprintershallbeapprovedbytheretroreflectivesheetingmanufacturerandprintedsignshallconformtoretroreflectivevaluesaslaiddowninIRC672012.TheinksusedforprintingshallbeecofriendlywithVOCemissionscomplyingtoUL2801standardsandspecificationsforthedifferentkindsofplatforms.TheprintedsignshallbelaminatedbyUVprotectedlaminateandshallcarryawarrantyof5years&7yearsforClassAandClassBsheetingrespectivelyfortrafficcolors.AllsectionsofframedpostsandsteeltubewillbepaintedwithprimerandtwocoatsofepoxypaintsasperdrawingClause1701andAnnexure1700.1(10.16).Thedesign,painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed RATE AS PER CSR I.No.10.16 A page 42 CSR-2019-20 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Gabin Stracture Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 SOR. It No. 14.2 Pg No….. i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Road DelinatorsRoad Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings Rate as Per P.W.D. SSR-2022-23 Item No. 6.15 Pg No.50 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Painting Trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.07 Pg No.46 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Fluorescent tape Providing and fixing reflective fluorescent tape on old road sign board by following the procedurere commanded by manufacturer. Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over itsentire surface. It shall be we at her resistant and show colour fastness.It shall be new and unused and shall show noe vidanceofcracking ,scaling, pitting, blisting, edge liftingand shall have negligible shrinkage ore xpansion including cleaning/scraping and painting of existing board etc. complete. (Guid ance on there commanded application of each class of tape may be taken from IRC-67) Rate as Per P.W.D. SSR-2022-23 Item No. 6.11 Pg No.48 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Thermoplastic Compound Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). Rate as Per P.W.D. SSR-2022-23 Item No. 6.12 (a) Pg No.48 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

retro- reflectorised informatory sign board Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 4mm aluminum composite material Class B Rate as Per P.W.D. SSR-2022-23 Item No. 6.33 b Pg No.46 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and fixing steel pipe delineators Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.16 Pg No.50 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(Excluding dowel bars and polythene sheet) Including Dovel bars RATE AS PER CSR I.No. 6.4 Page No.-... i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and Laying reinforced Cement Concrete Pipe duct 300 mm across the road (new construction ) extending from drain to drain in cuts and toe of slope to toe of slope in fills constructing hard walls at both ends in cement morter 1:6 IRC 98: 1997 [RATE AS PER CSR Item no. M-116- B ] CSR-2019-20 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Dismantling 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 dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means( Rate as per S.O.R. It No. 2.5 (I) ( B ) Page No.-… A) Plain Cement Conc i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Dismantling 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 dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means Reinforced Cement Conc ( Rate as per S.O.R. It No. 2.5 (I) C ) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.( Rate as per S.O.R. It No. 2.7 B ) Page No.-…Cement Concrete i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(B) Above 600 mm to 900 mm dia Hume pipe( Rate as per S.O.R. It No. 2.13 B ) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soilUpto 3 m depth( Rate as per S.O.R. It No. 11.1 I ) i ) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary rock (not requiring blasting)Upto 3 m depth [Rate as per S.O.R. It No. 11.1 (II) Page No.-...] i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417Rate as Per P.W.SSR.22-23 Sr No. 417 11.1 A ) A2) ii) For Pier Adjoining to Central Pier (Medium) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417Rate as Per P.W.SSR.22-23 Sr No. 417 11.1 A) ii) For Return ( Normal Dewatering) 40% i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.99A I)Sand Filling (RATE AS PER S.O.R. Item no. 11.2. (I ) Page No.-...) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.99BI)Rubble Filling ( RATE AS PERPWD S.O.R.22-23 Item no. 11.01 Page no 81) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [P.C.C grade M 10 Nominal Mix 1:3:6 ](RATE AS PER S.O.R. Item no. 11.4 ( I) i) Page No.-…) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15 Nominal Mix 1:2.5:5 RATE AS PER CSR Item No. 12.5 I (I) Page No…. Page No.-...] For Super Structure i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

For Substructure Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204[ RATE AS PER S.O.R. It No. 12.5 (II) (i) Page No.-... ] [ P.C.C grade M 20 Nominal Mix 1:1:5:3 ] i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

R.C.C M25 For Return Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RATE AS PER SOR (12.50) IV)Page no 57) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

R.C.C M25 CAP Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5Above to 5 mtr. 25% extra RATE AS PER S.O.R (13.1 I) iii)Page no.-...) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

SLAB Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5M30RATE AS PER S.O.R 13.1) III Page No.-...) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

FE 500 STEEL (Foundation) Providing, cutting, bending, hooking,typing and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. RATE AS PER P.W.D.S.O.R 22-23 It No.14.01) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

FE 500 STEEL (Sub Structure) Providing, cutting, bending, hooking,typing and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. RATE AS PER P.W.D.S.O.R 22-23 It No.14.01) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

FE 500 STEEL (Super Structure) Providing, cutting, bending, hooking,typing and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. RATE AS PER P.W.D.S.O.R 22-23 It No.14.01) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

EXPANSION JOINTExpansion joint with 25 mm thich bitumenous padRATE AS PER PWD SSR-22-23 It No. 4.33 Page no 73 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

TAR PAPER BEARING Providing Tar paper bearing of approved quality in proper size etc. complete RATE AS PER PWD SSR-22-23 It No.13.02 V) Page no 57 ) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

FLEXIBLE STONE MAT Providing 90 cm thick flexible stone Mat as per Standard drawing including supplyying all materials at work site spreading and compaction etc complete ( Spec No : As directed by Engineer incharge )Rate as Per PWD SSR-22-23 It No.14.88 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

WEEP HOLESProviding 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, 1204.3.7RATE AS PER S.O.R 12.9 (I) (b) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

WEARING COAT Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3M30RATE AS PER S.O.R 13.5 Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2RATE AS PER S.O.R 13.8 Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 RATE AS PER S.O.R It No. 10.5 Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302Stone / Boulder RATE AS PER S.O.R. It No. 14.5 I) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

R.C.C M25 FOR RAFT Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203RATE AS PER SOR (11.4 v) Page no.-...) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8( Rate as per SOR. It No. 12.10 I) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9[Spec.No. :- Item no. 12.10 ( i) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.1000 mm diaRATE AS PER CSR Item No.9.3 (B) Page No.-… i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 ( Rate as per SOR. It No. 12.14 Page No.51 i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( Rate as per SOR. It No. 11.4 IV) i) Page No.48 M-20 for Foundation (FOR Cut off Wall) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

BOULDER APRON / 30CM DRY RUBBLE PITCHING Providing 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 1301 (RATE AS PER S.O.R. 14.1 Page no 57 ) i) Upgradation of SH-282 Bori To Dudhgaon Road Tq. Darwah Dist.Yavatmal

Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2/ P.No. 13) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 . (Item No. 3.5(III) / P.No. 14) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Construction 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 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 ) for P.D. 95% to 100% i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 A / Page No. 13 ) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii) /P.No.19) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (B)/ P.No. 22) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506 (Item No. 5.5 (A)) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 / P.No.16) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0..30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (ii) / P. No. 27) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l) / P.No. 29) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - II -Type B, (i) VG-30(Item No. 5.12- B / P.No. 30) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Supplying and fixing Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (i) / P.No. 41)(By using OPC 43 Grade Cement) i) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Supplying and fixing 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. (I.No. 10.10 (ii) / P.No. 41) ) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (iii) / P.No. 41) ) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (Item No. 10.11 / P.No. 41)(By using OPC 43 Grade Cement) ) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for traffic as per specification, including painting, fixing cationary boards etc. complete and as directed by Engineer-in-Charge. ) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702 (Item No. 10.8 / P.No. 40) ) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

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(item no 10.16) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. (SoR 2019-20, Item No. 10.2 (B)/ P.No. 39) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and erecting direction and place identification retro?reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701( Item no 10.3) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Sign Board of PMGSY Project Information : Providing and fixing of typical retro reflective PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (Item No. 10.21 (A) / P.No. 42)1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (SoR 2019-20, Item No. 10.21 (A) / P.No. 42) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii) Ordinary Soil Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 / P.No. 44) II) Ordinary rock (not requiring blasting) Upgradation of Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 / P.No. 44) II) Hard rock Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble filling (Item No. 11.2 (II)) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I) PCC M-15 (i)) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying P.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (I) (ii)/ P.No. 49) PCC M-20 Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying R.C.C. M-25 in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 13.1 (II) / P.No. 52) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. (Item No. 9.4 (D) / P.No. 34) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Dismantling 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 dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) (I)A) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 900 mm DIA Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) NP-3 1000 mm dia Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) NP-3 1200 mm dia Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing weepholes in plain 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, 1204.3.7 (Item No. 12.9 (a) / P.No. 50) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (wovendiagonally) including 10 percent extra for laps and joints laidwith stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item no 14.2 page no 54) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

De-watering on BHP basis by using water pump including diversion of stream ,providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 5.0 o 9.0 BHP pump etc. complete . Abutment Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / ) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying P.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (I) (ii)/ P.No. 49) PCC M-20 Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3. (Item No. 11.3 / P.No. 46) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing tar paper bearing of approved quality in proper size etc. complete. (Item No. 13.16 (V) / P.No. 54) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying filter media with granular crushed aggregates as per specifications 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 1204.3.8 (Item No. 12.11 / P.No.50) B) Upgradation of Ner to Udapur (Tq. Border) road Tq. Ner Dist. Yavatmal

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50) B) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Supplying fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. B) Upgradation of Ner to Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Expansion Joint with 25mm thick bituminous pad (Item No. 13.16 (II-A) P.No. 54) B) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(13.1) (III) M30 B) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 53) B) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2 (Item No. 13.8 / P.No. 53) B) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 ) B) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40) Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal

Providing and laying P.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (I) (ii)/ P.No. 49) PCC M-20Upgradation of Renukapur to Walki road, Taluka - Ner, Dist. Yavatmal