|
| 1 | Part - A (CIVIL WORK)DismantlingofexistingB.T.Surface(flexiblePavement)toadepthof50mm.manually including loading of dismantled material to transport vehicle at site excluding lead charges |
| 2 | Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingasdirected. |
| 3 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff asdirected all sorts of soils. |
| 4 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders/Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)80 mm Metal, By breaking Boulders (Hand broken).Km 22/00 |
| 5 | KM 23/00 |
| 6 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders/Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)40 mm Metal, By breaking Boulders (Hand broken).Km 22/00 |
| 7 | Km 23/00 |
| 8 | Km 26/00 |
| 9 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Km 22/00 |
| 10 | Km 23/00 |
| 11 | Km 26/00 |
| 12 | Km 28/00 |
| 13 | Km 29/00 |
| 14 | Supplying soft murum at the road site, including conveying and stacking complete. Km 22/00 |
| 15 | Km 23/00 |
| 16 | Km 26/00 |
| 17 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 18 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 19 | Compactingthesubgrade/gravel/oversizemetal(200mmloose)layersforallwidthwith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete. |
| 20 | Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete. |
| 21 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete. |
| 22 | 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-30bulkbitumenratesare considered to arrive at rates)Km 22/00 |
| 23 | Km 23/00 |
| 24 | Km 26/00 |
| 25 | Providingandconstructing50mm.thick Modified PenetrationMacadam(MPM)road surfaceincluding allmaterials,preparingthe existingroadsurface,spreading 40mm.stone layersmetal30% crusherbrokenmetal+70%Handbrokenmetal(BybreakingRubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75Kilogram/ Square Metre, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc.complete,includingapplyingtackcoatofbitumen0fspecifiedgradeattherateof 0.30KilogramSquare Metre.(on existing bitumen surface.) Km 22/00 |
| 26 | Km 23/00 |
| 27 | Km 28/00 |
| 28 | Km 29/00 |
| 29 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of13.2 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 rollingtoachievethedesiredcompactionbutexcludingprime/tackandSealcoat.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) Km 22/00 |
| 30 | Km 23/00 |
| 31 | Km 26/00 |
| 32 | Km 28/00 |
| 33 | Km 29/00 |
| 34 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2Kilogram/Sq.m,preparing existing road surface by mechanical means, spreading chipsandrolling,bystaticrollerhavingweight8to10MT.etc.complete.(VG-30bulk bitumen rates are considered to arrive at rates)Km 22/00 |
| 35 | Km 23/00 |
| 36 | Km 26/00 |
| 37 | Km 28/00 |
| 38 | Km 29/00 |
| 39 | C-D WORKExcavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincluding shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) |
| 40 | Excavationforfoundation inhardmurumincludingshoringandstrutting,dewateringas necessary and disposing off excavated stuff as directed etc. complete. |
| 41 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneissmetalinfoundationincludingnecessaryformwork,compactingandcuringetc. complete.(withreversibledrum typemixerwithSCADAwithfineagreegatesofrequired specifications ( VSI sand finely washed etc ) |
| 42 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retainingwallsetc.includingnecessaryformwork,compaction,finishingandcuringetc. complete.(withreversibledrumtypemixer/concretebatchmixplant(panmixer) withSCADA |
| 43 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 andcuring etc. complete. |
| 44 | Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing andcuring etc. complete.(withreversibledrumtypemixer/concretebatchmixplant(panmixer) with SCADAwithfineagreegatesofrequiredspecifications(VSIsandfinelywashedetc), cement 4.40 bags/cumt) |
| 45 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 46 | Watering and compacting of embankment formed of materials obtained from the road cutting withinaleadof50m,notlessthan97%ofstandardProctordensityafterlaying them in layers of 20 cm. to 30 cm. with Power roller. |
| 47 | ProvidingandfixingRoadjunction/Informationsignboardofsize0.90mx0.60m. preparedon16gaugeM.S.sheetwithangleironframeofsize35x35x5mmincluding painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post inonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. |
| 48 | Part-B (ROYALTY CHARGES) Royalty of material (charges) Metal & Murum |
| 49 | Part-C (TESTING CHARGES)Basic Test of Aggregates Water Absorption, Specific gravity impact value crushing value |
| 50 | Sieve Analysis |
| 51 | Flakiness Index / Elongation Index |
| 52 | Test Of Soil / MurumLiquid Linit & Plastic Limit |
| 53 | Test of Fine Aggregates (Sand)Fineness modules (Sieve analysis), Silt & Clay Content |
| 54 | Test of Concrete CubeCompressive strength of C. C. Cube (Set of 3 Cubes) |
| 55 | Basic Test of Cement Standerd consistancy fineness specific gravity, srtting time (Initial & Final), Compressive strength, Soundness |
| 56 | Test Of Bitumen Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 57 | Test Of BitumenExtraction Test |
