Tender For 1) Rehabilitation Of Non-Patchable Roads Under 10 Cr. Per Constituency Package No. Np/10 Cr/Rj-33-09 - Morwaniya to Talaya Para Road Km 0/0 to 4/0 (Non-Patchable) 2 PART A ROAD WORK 3 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. 4 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps ofsuchtreescutearlier anddisposalofunserviceablematerialsand 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 MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle 5 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses 6 Construction of Embankment with Material Obtained from Borrow Pits Constructionofembankmentwithapprovedmaterialobtainedfrom borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables300-1and300-2withaleadupto50masperMoRTH Specification Clause 305.3 7 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 requirementofTable300-2withleadupto50masperMoRTH Specification Clause 305.3 8 Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kN staticroller as per MoRTH Specification Clause 407 to forma layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates 9 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means WBM Grading 2 10 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 11 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributorattherateof0.25to0.30kgpersqmonthe prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 12 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 Viscosity 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 MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) 13 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 MoRTH Specification Clause 511 By Mechanical Means Case - II:Type B Bitumen (VG-30) 14 Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 15 PART B ROAD FURNITURE 16 KilometreStone ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801 17 Ordinary Kilometer Stone (Precast) 18 200 m stone (precast) 19 Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminiumsheeting,1.5mmthicksupportedonamildsteel angleironpost75mmx75mmx6mmfirmlyfixedtothe groundbymeansofproperlydesignedfoundationwithM15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 600 mm equilateral triangle 20 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801900 mm side octagon 21 Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providinganderectingdirectionandplaceidentificationretro- reflectorisedsignas perIRC:67madeofencapsulatedlens type reflective sheeting vide Clause 801.3.1, fixed over aluminiumsheeting, 2 mmthick with areanotexceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 gradecementconcrete450x450x600mm,600mmbelow ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board 22 MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwith thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine completewithaspecialapplicatormachinecompletewithlabourmaterial and traffic diversion arrangements. 23 Supplying and Fixing of Cat’s Eye made of aluminium alloy size75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. 24 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050mmwithangle holdfastsand horizontal member 900mm)to be joinedby embeddedincementconcreteM-15gradeofblockof600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering.Figuringandborderwillbewithreadymixedsynthethicenamel paintofsuperiorqualityinrequiredshadeandcolouretccompleteinall respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 25 Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-19883.70 meter wide and 10 cm high for general traffic 26 PART C CD WORK 27 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. Ordinary soil Upto 3 m depth 28 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 29 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2:4) 30 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row ProvidingandlayingreinforcedcementconcretepipeNP3forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 1000mm dia 31 Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7 Earth filling (For marshy soil) 32 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 MoRTH specifications Clause 800 33 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row ProvidingandlayingreinforcedcementconcretepipeNP3forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300mm dia 34 PART D Retaining Wall 35 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. Ordinary soil Upto 3 m depth 36 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 37 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2:4) 38 Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 39 2) Kelamela Kalighati Main Road to Badawada to Haro (Missing Link) 40 PART A : ROAD WORK 41 Setting Out Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete each pillar to be painted with with a unique identification no and directional information as per MoRTH specifications cl. 109. 42 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps ofsuchtreescutearlier anddisposalofunserviceablematerialsand 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 MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle 43 Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m Excavationforroadworkinsoilwithhydraulicexcavatorof 0.9cum bucketcapacityincludingcuttingandloadingintippers,trimming bottomandsideslopes,inaccordancewithrequirementsoflines, gradesandcross-sections, andtransportingtotheembankment location with a lift upto 1.5 mand leadupto 1000masper MoRTH Specification Clause 301.3 44 Construction of Embankment with Material Obtained from Roadway Cutting Constructionofembankmentwithapprovedmaterialsdepositedatsite obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300- 1 and 300-2 as per MoRTH Specification Clause 305.3 45 Construction of Embankment with Material Obtained from Borrow Pits Constructionofembankmentwithapprovedmaterialobtainedfrom borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables300-1and300-2withaleadupto50masperMoRTH Specification Clause 305.3 46 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 requirementofTable300-2withleadupto50masperMoRTH Specification Clause 305.3 47 Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kN staticroller as per MoRTH Specification Clause 407 to forma layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates 48 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate WBM Grading 2 By Mechanical Means 49 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 50 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributorattherateof0.25to0.30kgpersqmonthe prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 51 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 Viscosity 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 MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) 52 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 MoRTH Specification Clause 511 By Mechanical Means Case - II:Type B Bitumen (VG-30) 53 PART B : ROAD FURNITURE 54 KilometreStone ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801 55 Ordinary Kilometer Stone (Precast) 56 200 m stone (precast) 57 Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminiumsheeting,1.5mmthicksupportedonamildsteel angleironpost75mmx75mmx6mmfirmlyfixedtothe groundbymeansofproperlydesignedfoundationwithM15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 600 mm equilateral triangle 58 Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providinganderectingdirectionandplaceidentificationretro- reflectorisedsignas perIRC:67madeofencapsulatedlens type reflective sheeting vide Clause 801.3.1, fixed over aluminiumsheeting, 2 mmthick with areanotexceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 gradecementconcrete450x450x600mm,600mmbelow ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board 59 MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwith thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine completewithaspecialapplicatormachinecompletewithlabourmaterial and traffic diversion arrangements. 60 Supplying and Fixing of Cat’s Eye made of aluminium alloy size75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. 61 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050mmwithangle holdfastsand horizontal member 900mm)to be joinedby embeddedincementconcreteM-15gradeofblockof600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering.Figuringandborderwillbewithreadymixedsynthethicenamel paintofsuperiorqualityinrequiredshadeandcolouretccompleteinall respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 62 Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminumsheet 2 mmthick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro ReflectiveSheet,completeinallrespect.Comp.inallrespect dulypostpaintedinalternatebandofBlack/Whitesyntheticenamel paint & hold fast at bottom 63 PART C CD WORKS 64 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. Ordinary soil Upto 3 m depth 65 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 66 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2:4) 67 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row ProvidingandlayingreinforcedcementconcretepipeNP3forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 1000mm dia 68 Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7 Earth filling (For marshy soil) 69 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 MoRTH specifications Clause 800 70 PART DRetaining Wall 71 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. Ordinary soil Upto 3 m depth 72 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 73 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2:4) 74 Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205
