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| 1 | Item No 1 :-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 as directed all sorts of soils. |
| 2 | Item No 2 :- Dressing of side shoulder / Scrapping the road side shoulder byMechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including removing /cutting bushes,grass and dressingShoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. |
| 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)40 mm Metal, By breaking rubble obtained by blasting.(Hand broken). |
| 4 | Item No 4 :-Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 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 hard murum / soft murum / gravel or kankarfor side width etc. complete |
| 8 | Item No 8 :-Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. |
| 9 | Item No 9 :-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. |
| 10 | Item No 10 :-Providing and constructing 50 mm. thick ModifiedPenetration Macadam (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) heating and spraying thebitumen of VG-30 grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface. |
| 11 | Item No 11 :-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 |
| 12 | Item No 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 withoutSCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 13 | Item No 13 :- Providing and laying of Type A liquid seal coat on bituminoussurface including supplying all materials and bitumen of specified grade preparing existing road surface heating and applying bitumen0.98 kg/sqm by mechanical means , spreading chips and rolling , by static roller having weight 8 to 10 MT etc complete ( VG 30 bulk bitumen rate are considered to arrive at rate |
| 14 | Item No 14 :-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 |
| 15 | Item No 16:- Quality control Testing charges to be utilised in construction work etc.40 mm metal Water absorption, Specific Garavity, impact value/ Crushing Value |
| 16 | 40 mm metalSeive Analysis |
| 17 | 40 mm Metal MPM-Waterabsorbtion , Specific Gravity, Impact value,Crushung vaule |
| 18 | 40 mm metalSeive Analysis |
| 19 | Hard murum -liquid limit and plastic limit Content prior to compaction |
| 20 | Soft murum-liquid limit and plastic limit Content prior to compaction |
| 21 | Bitumen- viscosity |
| 22 | Open Graded carpet - Extraction Test |
| 23 | Item No 16 :-Royalty charges for usedmaterial. |
