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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 2 | Providingearthworkinembankmentwithapprovedmaterialsobtainedfromdepartmental landuptoleadof50m.includingalllifts,layinginlayersof20cm.to30cm.thickness breakingclods,dressingtotherequiredlines,curves,grades§ion,wateringand compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.(Material obtained from departmental Land) |
| 3 | 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). |
| 4 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 5 | Supplying hard murum/ kankar 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 . |
| 7 | Spreadinghardmurum/softmurrum/gravelorkankarforside width complete |
| 8 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 9 | Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete. |
| 10 | Providingandconstructing50mm.thickModified PenetrationMacadam(MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting)heatingandsprayingthe [email protected]/Square Metre, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achivethedesireddegreeofcompactionasperTechnicalSpecificationClause506 etc. complete. IncludingpickingofexistingWBMsurface.(VG-30bulkbitumenratesare considered to arrive at rates) |
| 11 | Providing and applying tack coat on the prepared surface heating by famesinBoilerandsprayingbitumenwithsprayeronDry/Hungry B.T.surface3 kg/10sqm. (VG-30 bulk bitumen ratesareconsidered to arrive at rates) |
| 12 | OpenGradedPremixSurfacing-ProvidingandLayingOGC20mm 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 hotmixplantwithSCADA,PaverandVibratoryroller(OverMPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 13 | ProvidingbituminousTypeAliquidsealcoaton bituminoussurface includingsupplyingallmaterialsandbitumenofspecifiedgrade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm.bymechanicalmeans,spreadingchipsandrolling,bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 14 | Excavationforcatch/sidewatergutterinallsortsofsoilstothe specifiedsectionincludingstackingtheexcavatedstuffinaregular bund and disposing of unsuitable or excess stuff as directed all sorts ofsoils. |
| 15 | Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincluding shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means ) |
| 16 | Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete. |
| 17 | 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 ) |
| 18 | Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retainingwallsetc.includingnecessaryformwork,compaction,finishingandcuringetc. complete.(withreversibledrumtypemixer/concretebatchmixplant(panmixer) with SCADAwithfineagreegatesofrequiredspecifications(VSIsandfinelywashedetc), cement 4.40 bags/cumt) |
| 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 andcuring etc. complete. |
| 20 | Providing selected hard murum filling including laying in layersof 15 to 20cmwith watering and compacting etc. complete. |
| 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) 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 |
| 22 | Charges for Testing of Material in Vigilance Quality Control laboratory etc Complete.For Coarse Metal-Water Absorption,Specific gravity,Impact value |
| 23 | Charges for Testing of Material in Vigilance Quality Control laboratory etc Complete For.For Coarse Metal - Sieve Analysis |
| 24 | Charges for Testing of Material in Vigilance Quality Control laboratory etc Complete.For Murum Liquid Limit & Plastic Limit |
| 25 | Charges for Testing of Material in Vigilance Quality Control laboratory etc Complete For Bitumen - Penetration,softning point,flash & fire point |
| 26 | Charges for Testing of Material in Vigilance Quality Control laboratory etc Complete.For Concrete Compressive Strength of C C Cubes (Set Of 3 cubes) |
| 27 | Royalty Charges for Murum,Soil 60 mm /40 mm metal (Hand Broken) etc. |
