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| 1 | Clearing and grubbing road land including uprooting rank vegetation,grass,bushes,shrubs,saplingsandtrees girth up to 300 mm, removal of stumps of trees cut earlier and disposalofunserviceablematerialsandstackingof serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Cuttingdowntreesincludingtrunksandbrancheswith girthsabove180cmto270cmandstackingthematerials neatlywithallliftsandleadof1000m.asdirectedand earth filling in the depression/pit if any. |
| 3 | Excavation for roadway in earth,soil of all sorts ,sand,gravel orsoftmurumincludingdressingsectiontotherequired grade,camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m.and spreading for embankment or stacking as directed. |
| 4 | Excavation for roadway in hard murum and boulder includingdressingsectiontotherequiredgrade,camber and side slopes and conveying the excavated materials with all liftsupto a lead of 50m.and spreading for embankment or stacking as directed. |
| 5 | Excavationforcatch/sidewatergutterinHardmurum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed |
| 6 | Transportingthematerialsfromthesitetothesiteof deposition as directed. |
| 7 | Providing and laying in situ / ready mix / ready mix M10 cementconcrete of trap/ granite/ quartzite/ gneiss metal infoundationincludingnecessarycentering,formwork, bailingoutwater,compactingandcuringetc.complete. (withfullyautomaticmicroprocessorbasedPLCwith SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand |
| 8 | Providing ISI standard R.C.C. (NP-3 450 MM dia) pipes in standardlengthsoffollowingclassanddiametersuitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges,transporttodepartmentalstores,unloadingand stacking etc. complete as per IS-458/1988. |
| 9 | Lowering, laying and jointing in proper grade and alignmentR.C.C.(NP-3450MMdia)pipeswithcollar jointsinC.M.1:1proportionorsocketedR.C.C.pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) includingcostofconveyancefromstorestositeofwork, costofjointingmaterial,labour,etc.complete as directed by Engineerin- charge (For all class of pipes.)as per IS-783- 1985. |
| 10 | Providing and laying cement concrete pipe of IS 458:2003 NP-3classof600mmdiameterinproperline,leveland slopeincludingprovidingandfixingcollars incement mortar 1:2 and curing etc. complete. |
| 11 | ValveChamberwithPrecastRCCCoversProvidingand constructing B.B. masonry valve chamber with 15 cm thick 1:3:6proportionPCCbedding,excludingexcavation,B.B. masonryinCM1:5proportionprecastRCCframeand cover, etc. complete as directed by Engineer-in-charge. As above of 1.2 x 1.2 M internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 12 | Providing earth work in embankment with approved materialsobtainedfromothersourcesuptoleadof50m. including all lifts, laying in layers of 20cm. to 30cm. thicknessbreakingclods,dressingtotherequiredlines, curves,grades§ion,wateringandcompactionwith vibratory roller withV-Satattachmentto achieve not less than97%ofstandardproctordensityetc.complete(Material obtained from Other sources) |
| 13 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Materialto work site, spreading in uniform layers with motor grader on prepared surface and compactingwithvibratorypowerrollertoachievethe desireddensity,completeasperclause401--PlantMix Method and Grading - II Material |
| 14 | Wet Mix Macadam -- Providing, laying, spreading and compactinggradedstoneaggregatetowetmixmacadam specificationincludingpremixingtheMaterialwithwater at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well preparedsurface and compactingwithvibratoryrollertoachievethedesired density. Laying by Grader / Paver |
| 15 | Prime coat -Providing and applying primer coat with bitumenemulsiononpreparedsurfaceofgranularBase including cleaning ofroad surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 16 | Providing,layingandcompactingofBuilt-up-spraygrout layer75mmthickoverpreparedbaseconsistingoftwo layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of [email protected]/Sqmaftereach layer,(i.e1.520x2=3.04say3.00Kg/Sqm)andwithkey aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc.Complete.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 17 | Providing and applyingtack coaton the prepared surface heating by fames in Boiler and spraying bitumen set footed inbitumenbolleronB.T.surface2.5kg/10sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 18 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1,premixedwithbituminous binderofspecifiedgrade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously preparedsurface,finishedtotherequiredgrade,level, alignment, and rolling to achieve the desired density for 76- 100mmcompactedthickness.USINGBatchmixtypehot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 19 | BITUMINOUSCONCRETE:-Providingandlaying bituminousconcreteusingcrushedaggregatesofgrading 1,[email protected] weight of total mix and filler, transported to site with VTS , laidoverapreviouslypreparedsurface,finishedtothe required grade, level, alignment, and rolling to achieve the desiredcompactionfor 50mmcompactedthickness with specifiedgradeofBitumen,Excludingprime/tackcoat. For Bitumen of specified grade -- 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) |
| 20 | ProvidingbituminousTypeAliquidsealcoaton bituminoussurfaceincludingsupplyingallmaterialsand bitumen of specified grade preparing existing road surface, [email protected] mechanicalmeans,spreadingchipsandrolling,bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 21 | Providing and casting in situ or precast tapering R.C.C. M- 20 Semi Barrier type Kerb with gutter ( as per IRC 86 1983) embedded125mmbelowgroundleveloverM-10PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing thesurfaceasspecifiedanddirectedbyEngineeringIn-charge. Using Concrete Batching and Mixing Plant |
| 22 | Supplying&FixingofMoldedShankRaisedPavement Markers / Cat\"s Eye made of polycarbonate and ABS mouldedbodyandreflectivepanelswithmicroprismatic lenscapableofprovidingtotalinternalreflectionofthe lightenteringthelensfaceandshallsupportaloadof 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 usingepoxyresinbasedadhesiveaspermanufacturer\"s recommendationandcompleteasdirectedbythe engineer.The contractor shallsubmit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. |
| 23 | Road Marking with Hot Applied Thermoplastic Compound withReflectorizingGlassBeadsonBituminousSurface- Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorizing glass beads@250gmspersqmarea,thicknessof2.5mmis exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level,uniformand free from streaks and holes.complete. |
| 24 | ProvidingandfixingfactorymadeHydraulicallypressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with highvolume/heavytrafficeasspecifiedandasperIS 15658:2006 including cost of all materials, manufacturing, curing,transportationofblockstoworksiteincluding loading, unloadingand stackingas directed,laying paving blocksinpositionoverpreparedbedofnaturalsand/ crushedsandof50mmthicknessincludingnecessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 25 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic gradesheeting-HIP)havingpressuresensitive/heat activatedadhesiveretoreflectivespecifiedbackground, borderandbacksideretoreflctivesymbols,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 grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixingthe boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 yearswrittenwarrantyfromthemanufacturer& 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. |
| 26 | ProvidingandfixingCautionary/Warningsignboardsin EquilateralTrianglesizeof600mmmadeoutof3mm aluminumcompositematerial(ACM)sheetbondedwith whiteretroreflectivesheetingofClassB(TypeIVHigh intensitymicro-prismaticgradesheeting-HIP)having pressuresensitive/heatactivatedadhesiveretoreflective specifiedbackground,borderandbacksideretoreflctive 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 grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65mmX65mmX6mm,3.45m long,duly painted withwithflatoilpainthavingalternateblackandwhite bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have7yearswrittenwarrantyfromthemanufacturer& 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. |
| 27 | Providing Reinforced cement concrete crash barrier at the edgesoftheroad,approachestobridgestructuresand medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre- mouldedasphaltfillerboard,keyedtothestructureon whichitisbuiltandinstalledasperdesigngiveninthe enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawingandatlocationsdirectedbytheEngineer,allas specifiedetc.complete.Spec:MORTandH2013Cl811Page No 360 |
| 28 | Providing and fixing board displaying information, such as \"Nameofwork,Tendercost,NameofContractor,Work completionandliabilityperiodetc\",havingrectangular 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 35mmx35 mmx3mm 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 ofsize60cmx60cmx75cmincluding, excavation, refilling,transportation ,andlabouretccomplete.Spec .No.As directed by Engineer in Charge |
| 29 | ProvidingsecondclassBurntBrickmasonrywith conventional/I.S.typebricksincementmortar1:6in foundations and plinth of inner walls/ in , striking joints on unexposed exposed faces and watering etc.faces, raking outjoints on |
| 30 | Providinginternalcementplaster12mmthickinsingle coat in cement mortar 1:5 without neeru finish to concrete or bricks ur faces,in all positions including scaffolding and curing etc.complete. |
| 31 | Providingsandfacedplasterexternallyincementmortar usingapprovedscreenedsand,inallpositionsincluding base coat of 15mm thick in cement mortar 1:4 using water proofingcompoundat1Kilogrampercementbagcuring the same for not less than 2days and keeping the surface of the base coat rough to receie the sand faced treat ment 6 to 8mmthickincementmortar1:4finishingthesurfaceby taking out grains and curing for fourteen days scaffoldingetc.complete. |
| 32 | Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete. |
| 33 | Box Culvert :- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.( By Mechanical Means ) a) Upto 1.50m lift Normal Rate |
| 34 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 35 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 36 | Dewatering on BHP basis by using water pump including diversion of stream,providing cofferdams, earthern bundsetc.as may be necessary for foundation and other parts of the theworks 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) |
| 37 | Providing and laying in situ M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer with natural sand / VSI standard Artificial Sand) |
| 38 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawings and Technical specifications etc. Complete.(boulder laid without wire crates) |
| 39 | Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including \"V\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete.(excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . |
| 40 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering , formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 41 | Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. |
| 42 | Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (VSI sand finely washed etc ), excluding reinforcement) |
| 43 | Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8 cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc |
| 44 | Providind cuttingbending hooking tying and laying in position TMT FE 500 steel bar for reinforcement for all RCC work as per detail drawing etc completed |
| 45 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA Specifications (VSI sand finely washed etc ) |
| 46 | Providing and laying Weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc.Complete. |
| 47 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 48 | Transporting the materials from the site to the site of deposition as directed. |
| 49 | Providing and fixing in position Guard Railing as per Drg.No. 15 Type C dt.20-4-79, with 3 rows of 50 mm dia. G.I. pipe 30 cm apart and fixed in M.S. channels of section 125x 65x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45x 30cm . as per detailed drawing, with 3coats of approved yellow and black paint including necessary excavation in any strata. |
| 50 | Electric Pole Shifting |
| 51 | DP Shifting |
| 52 | Penetration,SofteningPoint,Flash&FirePoint,Specific Gravity |
| 53 | Extraction & Sieve Analysis of Bituminous mix (forBM/DBM/AC) (2 samples of extraction for one sieve analysis including extraction) |
| 54 | Density of Bituminous Core. |
| 55 | Extraction Test.(Bituminous mix) |
| 56 | JobMixDesignwithallTestsonaggregate(Excluding bitumen) forDBM/SDBC/AC/SMA (Stone Mastic Ashphalt) |
| 57 | B.M. Mix Design with all Tests on aggregate (Excluding bitumen) (Testing ofBitumen shall be seperately Charged) |
| 58 | Takingofcoresamplesinbituminousflexiblepavement. (ExcludingDead Journey Charges) |
| 59 | Marshall Stability & Flow measurement ( Set of 3 moulds) |
| 60 | StandardConsistancy Fineness,SpecificGravity, Setting Time ( Initial & Final ), CompressiveStrength, Soundness. |
| 61 | BASICTESTOFAGGREGATE.WaterAbsorption,Specific Gravity.Impact Value Crushing Value.. |
| 62 | CONCRETECompressiveStrengthOFC.C.Cube(Setof3 cubes). |
| 63 | BASIC TEST OF AGGREGATE. Sieve Analysis.. |
| 64 | FINEAGGREGATES.FinenessModulus(SieveAnalysis), Silt & Clay Content |
| 65 | GSB Mix Design./Cement Treated Sub Base( CTSB) |
| 66 | Concrete Mix Design (With all Tests on basic materials) |
| 67 | Wet Mix Macadam Mix Design. |
| 68 | BRICKSWaterAbsorption(Setof5Bricks),Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).. |
| 69 | Compaction Test ( Proctor Density ).Murum |
| 70 | C.B.R. Test ( Lab ) With compaction test. |
| 71 | Compressive Strength , Water Absorption,(Set of 8 Blocks) Paving Blocks |
| 72 | Soling Stone Crushing Value/Compressive Strength, water Absorption & Specific Gravity, |
| 73 | Upto 16 mm (Set of 3 Bars) |
| 74 | Above 16 mm (Set of 3 Bars) |
| 75 | RoyaltyChargesforHARDMURUM,SOLINGSTONE, METAL . Rate Inclusive of surcharge of 2% (211.95 + 4.23 = 216.18) |
| 76 | A WORK PORTION |
| 77 | B Royalty & TESTING |
| 78 | Contractor has to quote on Work Portion Only |
