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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .(SSR Item No.2.07) |
| 2 | Excavationfor catch/side water gutter inallsorts ofsoils to the specified section including stacking the excavated stuff in a regularbundanddisposingofunsuitableorexcessstuffas directed all sorts of soils. By Mechanical Means (E CSR Item No.2.18) |
| 3 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges (SSR Item No.3.28) |
| 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,BybreakingBoulders (Hand broken). |
| 5 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 6 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .Item No.50.58 |
| 7 | Spreading hard murum for side width etc. complete (E CSR Item No.2.3) (Reference No.MORTH 408) (Additional Specification..MORTH 408 |
| 8 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 9 | Providing and constructing 50 mm. thickModifiedPenetration Macadam (MPM) road surface including all materials,preparingtheexistingroadsurface,spreading40mm.stonelayersmetal100% crusherbroken metalwithconicalcrusherpalnt,[email protected]/sqm, spreading 12mm.size chipscompacting withStaticrollerhaving weight8to 10MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat at the rate of 0.30 Kg Sqm.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive atrates) |
| 10 | Providingandconstructing75mm.thickModified PenetrationMacadam(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 Kilogram/Square Metre, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc. complete.Including picking of existing WBM surface. (VG-30bulkbitumenratesareconsidered to arrive at rates) |
| 11 | Providingandapplyingtackcoatonthepreparedsurface heatingby fames inBoiler andsprayingbitumenset footedin bitumenbolleronB.T.surface2.5kg/10sqm.VG30bulk bitumen (E CSR Item No.3.3) (Reference No.MORTH 503) |
| 12 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) (E CSR Item No.4.12) (Reference No.MORTH 511 |
| 13 | Providing and laying of Type - B premix seal coat with HMP of appropratecrushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mixplant and rolling bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) (E CSR Item No.4.03) (Reference No.MORTH 513 |
| 14 | Supplyinghardmurum/kankarattheroadsite,including conveying and stacking complete. (E CSR Item No.2.29) (Reference No.MORTH 408) (Additional Specification..MORTH 408 ) Km 2 |
| 15 | Compactingthehardmurumsidewidthsincludinglayingin layers on each side with power roller including artificial watering etc. complete. (E CSR Item No.2.31) (Reference No.MORTH 408) (Additional Specification..MORTH 408 ) |
| 16 | Providingandfixingboarddisplayinginformation,suchas \"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 18gauge (1.25mm)thick mild steelsheetpaintedwithonecoatofZincchromatestoving primer andtwocoats ofenamelpaintonfrontside andgrey stoveenamelonbacksideandborder/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 ofsize 35mmx35mmx3mmdulypaintedincludingTwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m longpaintedwithalternateblackandwhitebandsof25cm widthincludingallfixturesetc.andfixingtheboardsin1:4:8 concreteblockofsize60cmx60cmx75cmincluding, excavation,refilling,transportation,andlabouretccomplete. Spec. No. As directed by Engineer in Charge (E CSR Item No.6.36) (Reference No.MORTH 801) (Additional Specification..MORTH 801 |
| 17 | Royalty of 40 mm Metal H B,Murum |
| 18 | Test For Aggrigate -Water Absorption,Specific Gravity,Inpact Value / Crushing Value |
| 19 | Test For Aggrigate - Sieve Analysis |
| 20 | Test For Aggrigate - Sieve Analysis |
| 21 | Test For Aggrigate - Sieve Analysis |
| 22 | Test For Hard Murum- Sieve Analysis |
| 23 | Test For SoftMurum-Liquied Limitand Plasticity Limit |
| 24 | Test for Bitumen -Penetration , Softening Point, Flash and Fire Point , Specific Gravity |
| 25 | Extaction |
