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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girthupto300mm,removalofstumpsoftreescutearlieranddisposalofnserviceablematerialsand stacking of 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. MORTH 201 |
| 2 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 3 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the roadsidebreakingthemtorequiredgradationincludingconveyingtheboulders/Rubbleandstackingthe broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken). As directed by Engineer-in-charge |
| 4 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the roadsidebreakingthemtorequiredgradationincludingconveyingtheboulders/Rubbleandstackingthe broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary thedateofapprovalwillformpartofthemeasurements) a)40mmMetal,Bybreaking Boulders (Hand broken). As directed by Engineer-in-charge |
| 5 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 7 | Spreading 80/40mmmetalforroadworkincludingsectionongetccompleteasdirectedbyEngineerin charge . As directed by Engineer-in-charge |
| 8 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratoryroller including artificial watering etc. complete. |
| 9 | Compactingthesubgrade/gravel/oversizemetal(200mm loose)layersforallwidthwithVibratoryroller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. As directed by Engineer-in-charge |
| 10 | Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswithvibratoryroller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. As directed by Engineer-in-charge |
| 11 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002 Clause No. 8.7.3 |
| 12 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 503 |
| 13 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mmaggregatespremixedwithbituminousbindertransportedtositewithVTS,laidoverapreviously preparedsurface,finishedtotherequiredgrade,level,alignment,androllingtoachievethedesired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hotmixplantwithSCADA,PaverandVibratoryroller(overBTSurface)(VG-30bulkbitumenratesare considered to arrive at rates) MORTH 510 |
| 14 | Providing bituminous Type A liquidseal coat on bituminous surface including supplying all materialsand bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates) MORTH 511 |
| 15 | Excavationforcatch/side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. MORTH 309 |
| 16 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingthe excavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingas directed,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Bd.A.1 Page Number 259 |
| 17 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steelcentering,formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredand curingcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Typemixer/concreteBatchmixplant(Panmixer)etc.complete. Withfineaggregate(CrushedsandVSI Grade) Bd. E. 1 Page Number 287 |
| 18 | Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing andcuring etc. complete. (withreversible drum type mixer/concretebatchmixplant(panmixer) withSCADAwithfine agreegatesofrequiredspecifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) CD 8 Page 163 |
| 19 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 20 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. CD.14 Page.No. 167 |
| 21 | 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)thickmildsteelsheetpaintedwithonecoatofZincchromatestovingprimerandtwocoatsof enamelpaintonfrontside andgreystove enamelonbackside andborder/messages/symbolsetc.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.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 22 | ROYALTY CHARGES :- Supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in the rates.[As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt.04 June ,2021. States that the royalty charges ofRs.211.95/Cu.M. ) are considered. The surcharge levied on Royalty shall also be payable to the contractor. ROYALTY CHARGES FOR SAND |
| 23 | ROYALTY CHARGES FOR OTHER MINERALS |
| 24 | Laboratory testing charges are not considered in the Rate Abstracts. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender.testing of material by Quality control and certified quality must be use by contractor. BASIC TEST OF AGGREGATE Sieve Analysis |
| 25 | BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity. |
| 26 | Compressive Strength of C.C.Cube (Set of 3 cubes) |
| 27 | PART II- ADD 18% GST |
| 28 | 0.01% FOR LABOUR INSURANCE |
