|
| 1 | Item No 01: |
| 2 | Cleaning the site before commencement and after completion of work. |
| 3 | Item No 02 : |
| 4 | Providing neccesary equipments and carrying out necessary survey for establishment and marking out of the flyover / bridge position of piles, pier, abutments and various other components structures and approach center line with lines and levels with theodolite, establishing and fixing necessary temporary bench marks related to GTS datum including maintaining the same till the end of the work, making and supplying 6 copies of site survey record plan etc.complete. |
| 5 | Item No 03: |
| 6 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embeddedin CC 1:2:4block of size 0.23x0.23x0.23Mplacedat c/c distance of 2.0 M alongthetrack.12mmdiarodsinthreehorizontallayerstackweldedwiththeangle posts including providing Retro-reflective tapes in Horizontal & vertical direction / & painting in yellow & black bands with synthetic enamel paints as per traffic norms & as per direction of Engineer Incharge. Note : Released material will be the property of the contractor after the completion of work. |
| 7 | Item No 04: |
| 8 | Providing and constructing temporary Site office and Field laboratory with UCR masonry in foundation, brickmasonry in superstructure , doors and windows, plastering, rough shahabad flooring, GI / AC sheet roofing inclusive of bath and WC for site office with required accessories etc. complete. |
| 9 | Item No 05 : |
| 10 | Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia over burden ( by diamond drilling machine ) such as soil of all sorts, soft murum,hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of work) . Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concernring office as directed.a) over burden 0 to 50 meter. |
| 11 | Item No 06 : |
| 12 | Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials asrequired(including conveying the materialtosite ofwork)andPreserving thecore sample serially on site of work and conveying the same to HQ of concernring office as directed.Quartzite with diamond drill with Ax Bit0 to 50 metre |
| 13 | Item No 07 : |
| 14 | Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials asrequired(includingconveyingthematerialtositeofwork)andPreserving thecore sample serially on site of work and conveying the same to HQ of concernring office as directed.Other Rockwith diamond drill. 0 to 50 metre |
| 15 | Item No 08 : |
| 16 | Providingtuntappacoreboxesofjungle woodofsize 1.25mx0.35x0.15m for preserving coresample with allfixturesand fastening handlesincluding lockingarrangment etc . complete. |
| 17 | Item No 9 : |
| 18 | Conveying the boring machine and engine and all its accessories etc. to the site of the work and back including loading unloading etc. complete.( Note - Distance to be measured from the station of boring machine engine etc. of district head quarters to site of the work by short route ). |
| 19 | Item No 10 : |
| 20 | Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete. |
| 21 | Item No 11 : |
| 22 | Providingdetailedgeologicalreportsofproposedsitebymaintaininggeotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters . Rock properties such as type ofrock,jointing fractures,etc.completewithsuggestionaboutthesite foundationand remedies. |
| 23 | Item No 12 : |
| 24 | Excavation for foundationin hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 25 | a) Upto 1.50m lift Normal Rate |
| 26 | b) 1.50m to 3.00m lift, Add 10% |
| 27 | Item No 13 : |
| 28 | Excavation for foundation insoft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. By Mechanical Means |
| 29 | Item No 14 : |
| 30 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer)etc. complete. |
| 31 | Item No 15 : |
| 32 | Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap metal for R.C.C. pilecapsasperdetaileddesignsanddrawings,includingbailingoutwatermanually, centering,formwork,laying/pumping,compacting,finishingandcuringetc.withfully automaticmicro processorbasedPLCwithSCADAenabledreversibleDrum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)complete (Excluding steel reinforcement) |
| 33 | Item No 16 : |
| 34 | Providing and laying cast in situ / ready mixM35 RCC for 1000 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)etc. complete.with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 35 | a) Add 30% extra for depth 5 to 10 m |
| 36 | b) Add 40% extra for depth 10 to 15 m |
| 37 | c) Add 60% extra for depth 15 to 20 m |
| 38 | Item No 17 : |
| 39 | Chipping and dressing of the R.C.C. piles upto 0.60 meter including cleaning reinforcement and removal of dismantled materials upto a distance of 50 meter beyond the building area etc. for providing pile caps. |
| 40 | Item No 18 : |
| 41 | Extra for Chiselling in hard rocks including removing and stacking the loose material and disposing the unserviceable materials as directed etc. complete. 1000 mm dia |
| 42 | Item No 19 : |
| 43 | Empty boring for 725 to 1050 mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. |
| 44 | Item No 20 : |
| 45 | Carryingoutloadtestfor2.5 timestheproposedsafeworkingloadonthepileindriven positionabove 900mm diameterincluding constructionoftestcap, use of accessoriesand instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. |
| 46 | Item No 21 : |
| 47 | Providing, placing and driving in position 6mm thick permanent MS liner up to required depth with 12 mm thick MS cutting edge of 0.50 meter length of bottom including fabricating, cutting the MS sheet to required diameter and shape, welding the joints and driving with the help of required machineries, all materials, labour and lift etc. complete. |
| 48 | Item No 22 : |
| 49 | Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 50 | Item No 23 : |
| 51 | Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293of approved make &approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 Kilograms per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recommended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour : brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only) |
| 52 | Item No 24 : |
| 53 | Conveying the excavated materials at an average 10.00 Km lead including loading, unloading and disposing off as directed. |
| 54 | Item No 25 : |
| 55 | Providing and laying in situ / ready mix M-30 Reinforced cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steelform work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in chargebasic rate shall be increased for height above 5..00 m in followinh manners b) Height upto 5 M. (With Batch Mix Plant)With fully automatic micro processor based PLC with SCADA enable with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 56 | Item No 26 : |
| 57 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solidpiers,column etc . includingprovision ofV shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steelformwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3curing complete.b) Height 7.50m to 10.0 M. (With Batch Mix Plant) |
| 58 | Lift I |
| 59 | Lift II |
| 60 | Item No 27 : |
| 61 | Providing and laying in situ / ready mix controlled M-30 cement concrete ofof trapmetal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 62 | Item No 28: |
| 63 | Providing and laying in situ / ready mix M-50 cement concrete of trapmetal for reinforced cement concrete block below the bearing including necessary scaffolding, plywood/steelformwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement) Usingreversible drum type mixer/ concrete batch mix plant (pan mixer) . |
| 64 | Item No 29 : |
| 65 | Supplying, fitting and fixing in position true to line and level spherical bearings consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part I and II respectively and other parts conforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications as per drawing and approved technical specifications etc. complete. |
| 66 | Item No 30 : |
| 67 | Providing and laying in situ M45 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in main/ cross girders, diaphrams etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc.complete.(withfullyautomatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with natural sand) |
| 68 | Item No 31 : |
| 69 | Providing and laying in situ M45 controlled cement concrete of trap/granite/quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centeringandfinishingincementplasterexcluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with naturalsand) |
| 70 | Item No 32 : |
| 71 | Providing external prestressing with high tensile steel wires / strands including drilling for passage of prestressing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and technical specification. |
| 72 | Item No 33 : |
| 73 | Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed withR.C.C. M 40 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 |
| 74 | Item No 34 : |
| 75 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and standard specifications etc. complete. |
| 76 | Item No 35 : |
| 77 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 78 | Item No 36 : |
| 79 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates). |
| 80 | Item No 37 : |
| 81 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 82 | Item No 38 : |
| 83 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1,premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 84 | Item No 39 : |
| 85 | Providing and applying Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent based Pure Aliphatic Acrylate System- MONOPOL 456 on the exterior faces of Buildings Protection against ION penetration, carbonation,UV radiations and wethering effect conforming to ASTM D 4541-02 having Electrochemical impedance of 107 Ω and achieving dry film thickness of minimum 200 microns in a primer coat followed by two top coats using brush or spray after complete cleaning & removal of oil, grease or loose particles from the surface etc. complete. |
| 86 | Item No 40 : |
| 87 | Providing, laying andfixing P.V.C. pipe of 110mm. dia. withfittings such as bends, tees,reducers,clamps,etc.including necessaryexcavation, trenchfilling etc.complete. Including removingexistingpipelineifnecessaryandconveyingandstackingthe sameinPWD chowky or as directed etc. complete. |
| 88 | Item No 41 : |
| 89 | Providing and fixing Bi-absorbent noise barrier panel with size of 3 m width x 3.50 m height to be considered with EN1793 & EN 1794 European standards as per standard drawings. Technical specifications : Noise barrier shall compose of certified and tested panels according to the requirements of the European Standards or equilant as directed by Engineer in Charge and as per standard drawing etc complete. |
| 90 | Item No 42 : |
| 91 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breakingtopiecesnotexceeding0.02cuminvolumeandstockpilingatdesignated locationsanddisposalofdismantledmaterialsuptoaleadof1000metres,stacking serviceable and unserviceable materials separately etc. complete. |
| 92 | Item No 43 : |
| 93 | Excavation for foundationin hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rate |
| 94 | Item No 44 : |
| 95 | Excavationforfoundationinhardrockbyblastingincludingshoringandstrutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 96 | Item No 45 : |
| 97 | Providing and laying in situ / ready mix / ready mix CC M 20 of trap/ granite/ quartzite/ gneiss metal in the hollow of the steel curbs including compacting by vibrating and curing etc.complete.(withfully automaticmicro processorbasedPLCwithSCADAenabled withreversibledrumtypemixer/concretebatchmixplant(panmixer) withfine agreegates of required specifications ( VSI sand finely washed etc ) |
| 98 | Item No 46 : |
| 99 | Designing, providing, casting and erecting in position precast reinforced M- 40 grade, facia (panels only) for reinforced soil embankment for approach retaining wall with corrosion protected reinforcing tie strips / mesh / geogrid as specified in design including all materials, labour, connection, joint fillers, inserts, drainage outlets, erection of panel, perforated PVC pipe of 150 mm dia. for drain, wrapped with geotextile, applying coal tar epoxy paint on earth retaining face of panel as per design including providing cast insitu coping beam on top of facia panel etc. complete as per approved drawing and as per Sp. and as directed by Engineer (including reinforcement with anticorrosive treatment with galvanization) for all heights. |
| 100 | Item No 47 : |
| 101 | ProvidingandapplyingElastomeric,Anticarbonation,Anticorrosive,UVresistant, Solvent based Pure Aliphatic Acrylate System- MONOPOL 456 on the exterior faces of Buildings Protection against ION penetration, carbonation,UVradiations andwethering effectconformingtoASTMD4541-02havingElectrochemicalimpedanceof107Ω and achieving dry film thickness of minimum 200 microns in a primer coat followed by two topcoats using brushor spray after complete cleaning &removal ofoil, grease or loose particles from the surface etc. complete. |
| 102 | Item No 48 : |
| 103 | Providingandapplyingtwocoatsofwater proof cement paintofapprovedcolourandshadeto internal / externalplasteredsurfacesincludingscaffoldingifnecessary,cleaningand preparingthe surface (including primer coat) etc. complete. |
| 104 | Item No 49 : |
| 105 | Providingearthworkinembankmentwithapprovedmaterialsobtainedfromother sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breakingclods,dressingtotherequiredlines,curves,grades§ion,wateringand compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources) |
| 106 | Item No 50 : |
| 107 | Providing, laying, spreading andcompacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to propergradeandcamber,applyingandbroomingrequisitetypeofscreening/binding Materialstofilluptheintersticesofcoarseaggregate,wateringandcompactingwith Vibratoryroller.totherequireddensity.ByMechanicalMeans-GradingII (Using Screening Type B (13.2) mm Aggregate) |
| 108 | Item No 51 : |
| 109 | Providing, laying, spreading andcompacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to propergradeandcamber,applyingandbroomingrequisitetypeofscreening/binding Materialstofilluptheintersticesofcoarseaggregate,wateringandcompactingwith vibratoryrollertotherequireddensity.ByMechanicalMeans-GradingI (Using Screening Type A (11.2 mm) Aggregate) |
| 110 | Item No 52 : |
| 111 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumenwithsprayeronGranularsurface treatedwithprimer@ 2.75kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 112 | Item No 53 : |
| 113 | BITUMINOUSMACADAM:Provingandlayingbituminousmacadamusingcrushed aggregates of Grading 1,premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with3.3 % using specified grade of Bitumen. -- USINGBatchmix type hot mix plant with SCADA,SensorPaver,vibratoryroller.(VG-30bulkbitumenratesareconsideredto arrive at rates) |
| 114 | Item No 54 : |
| 115 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter(asperIRC861983)embedded125mmbelowgroundleveloverM-10PCC finishedneatlywithC.M.1:2,settingthesameinC.M.1:2,includingtherequired excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant |
| 116 | Item No 55 : |
| 117 | Road marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on bituminous surface ( Providing and Layinghot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm rea , thickness of 2.50mm is exclusive of surface applied glass beads as pert IRC:35. The finished surface to be level,uniform and free from streaks and holes. |
| 118 | Item No 56 : |
| 119 | ProvidingandfixingCautionary/WarningsignboardsinEquilateralTrianglesizeof 90 cmmade out of 3 mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supportedwithbacksupportframe 25mm x25mm x 3mm,duly paintedon backside with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwith with flat oil paint having alternateblackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingthe boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportationetc;complete.ClassB(TypeIVHighintensitymicro-prismaticgrade sheeting-HIP) shall have 7 years written warrantyfrom 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.1200mm madeoutof4mmaluminumcompositematerial with0.5mmskin thickness on either side+F26 |
| 120 | Item No 57 : |
| 121 | Providingandfixing90cmx60cm Graniteplateengraving10cm.heightletter, figures including painting the lefters/figures with approved colour and shade complete |
| 122 | Item No 58 : |
| 123 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade of polycarbonateandABSmouldedbodyandreflectivepanelswithmicro prismaticlens 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/33023/10-97DO 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 shallbe 35+/-5degree.Thestrengthofdetachmentofthe integratedcylindrical 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 forthe shanksto go inside,withoutnailsandusing epoxyresinbasedadhesive asper manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 124 | Item No 59 : |
| 125 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressingsectiontotherequiredgrade,camberandsideslopesandconveyingthe excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 126 | Item No 60 : |
| 127 | Excavationforroadwayinhardmurumandboulderincludingdressingsectiontothe requiredgrade,camberandside slopesandconveying the excavatedmaterialswithall lifts upto a lead of 50m.and spreading for embankment or stacking as directed. |
| 128 | Item No 61 : |
| 129 | Excavationforroadwayinsoftrock,includingdressingsectiontotherequiredgrade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. |
| 130 | Item No 62 : |
| 131 | Providingand layingplainin situ /readymixM-15cementconcreteof trap/ granite/quartzite/gneiss/crushedstone metalmechanicallymixed,placedinfoundation and compacted by vibrationincluding necessary bailing out water, curing curing concrete batchmixplant/panmixerwithfine agreegatesofrequiredspecifications(VSIsand finelywashedetc)(excludingdewateringbypump)for14days RCCGrade.With Concrete Mixer |
| 132 | Item No 63 : |
| 133 | Providing and laying in situ / ready mix M-35 controlled reinforced cement concrete of trapmetalforraftslabincluding \"V\"haunches,formwork,scaffolding, compactionby vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegatesofrequiredspecifications(VSIsandfinelywashedetc)etc.complete. (excluding reinforcement).a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . |
| 134 | Item No 64 : |
| 135 | Providing and laying in situ / ready mix M-35 cement concrete of trap /granite/quartzite/ gneiss metalfor castin cituR.C.C. solid piers,columnetc. includingprovision of V shaped false joints to form suitable panels on the faces to approve design with compacting byvibratingandcuringcomplete.Includingplywood/steel formwork,centering( excluding dewatering by means of pump) and including bailling out water and including CM 1:3curing complete. |
| 136 | Item No 65 : |
| 137 | Providingstructuralsteelworkinhollowsectionofvariousthicknessandsizesin square, rectanular and round shape from 25mm to 450mmsection as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and paintingcomplete. |
| 138 | Item No 66 : |
| 139 | ProvidinganderectingOverheadsignsmadeoutof4mmaluminumcomposite panel with0.5mmskinthicknessoneithersidebondedwithwhiteretro reflectivesheetingof ClassC(TypeXIMicroprismaticgradesheeting) having pressuresensitiveadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012,with designed back support frame of mild steel angle with vertical and lateral clearance given in clause 801 and 802, duly painted on back side with two coats of grey stove enamelpaintandinstalledasperclause802.6overa designedsupport system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat of epoxy primer andtwocoatsofepoxyfinishpaint.Thenutboltsofboardwithangleiron post/supporting structure after fixing at site has to be electrically welded.Class _C_ ( Type XI Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warrantyfrom the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested3yearsoutdoorweatheringtestreportfromIndiangovtlabmustbe submittedtotheEngineerinchargeby thecontractor/supplier.Thisitem doesnot include the cost of structural steel work required for support system. |
| 140 | Item No 67 : |
| 141 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 142 | Item No 68 : |
| 143 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressingsectiontotherequiredgrade,camberandsideslopesandconveyingthe excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 144 | Item No 69 : |
| 145 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 146 | Item No 70 : |
| 147 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. |
| 148 | Item No 71: |
| 149 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 150 | Item No 72 : |
| 151 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant / non tilting mixer andweigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. |
| 152 | Item No 73 : |
| 153 | Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms long and at 28.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 154 | Item No 74 : |
| 155 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms long and at 60.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. |
| 156 | Item No 75 : |
| 157 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 158 | Item No 76 : |
| 159 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) |
| 160 | Item No 77 : |
| 161 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter(asperIRC861983)embedded125mmbelowgroundleveloverM-10PCC finishedneatlywithC.M.1:2,settingthesameinC.M.1:2,includingtherequired excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant |
