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| 1 | Item No 1:- Excavationforcatch/side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 2 | Item No 2:- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girthupto300mm,removalofstumpsoftreescutearlieranddisposalofunserviceablematerialsand 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. |
| 3 | Item No.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 /Rubble and stacking the 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). |
| 4 | Item No.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). |
| 5 | Item No.5 :Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 6 | Item No.6:Supplying soft murum at the road site, including conveying and stacking complete. |
| 7 | Item No.7:Spreading 80/40mmmetalforroadworkincludingsectionongetccompleteasdirectedbyEngineerincharge . |
| 8 | Item No. 8 : Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 9 | Item No.9: Compacting the sub grade/ gravel/ over size metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 10 | Item No.10: 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. |
| 11 | Itrem No 11:-Providing and constructing 50 mm . thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface , spreading 40 mm . stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting ) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm. size chips compacting with 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 rate sare considered to arrive at rates) |
| 12 | Item No 12:-Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 13 | Item No.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 hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates areconsidered to arrive at rates) |
| 14 | Item No.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) |
| 15 | Item no.15: -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, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) |
| 16 | Item no.16: - Providing and laying in situ cement concrete M30 witht remix treatment for 200 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete |
| 17 | Item No 17:-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 |
| 18 | Item No 25:-Testing charges of Material to be Utilised in this workA) 40 mm Metral -Sieve Analysis. |
| 19 | B)80 mm Metral -Water Absorption, Specific Gravity,Impact Value /Crushing Value |
| 20 | C) 40 mm Metral -Sieve Analysis. |
| 21 | D)40 mm Metral -Water Absorption, Specific Gravity,Impact Value /Crushing Value |
| 22 | E) Hard Murum Liquid limit & Plastic Limit |
| 23 | F) Bitumen- Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 24 | G) Open Graaded carpet - Extraction Test |
| 25 | H) CC M10/ CC M30 Cube |
| 26 | Royalty Chages for Sand. |
| 27 | Royalty Chages for Other Material material |
