Improvement Of Kalmeshvar Kasarkhed Road Odr 134 Ch From 0/200 To 0/600 & 2/00 To 2/400 Ta Mehkar Distt.Buldana, Buldhana-Maharashtra

Improvement of Kalmeshvar Kasarkhed Road ODR 134 Ch from 0/200 to 0/600 & 2/00 to 2/400 Ta Mehkar Distt.Buldana- 1 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 sideandgrey stoveenamel onback sideand 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 bracedM.S.anglesofsize35mmx35mmx3mmdulypaintedincludingTwoM.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 2 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. 3 Supplying trap/granite/quartzite/gneissstone metal of required size by bringing the boulders / Rubble at the road side breaking them to requiredgradationincludingconveyingtheboulders/Rubbleand 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 Supplying trap/granite/quartzite/gneissstone metal of required size by bringing the boulders / Rubble at the road side breaking them to requiredgradationincludingconveyingtheboulders/Rubbleand 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 Boulders (Hand broken). 5 KM 3 ( Ch 2/00 to 2/400 ) 6 Supplying soft murum at the road site, including conveying and stacking complete. 7 Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . 8 Compactingthesubgrade/gravel/oversizemetal(200mmloose) layersforallwidthwithPowerrollerhavingweight8to10MT. including necessary, labour, materials and artificial watering complete. 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 Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller onB.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are consideredto arrive at rates) 11 KM 3 ( Ch 2/00 to 2/400 ) 12 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 rubble obtained by blasting) heating and spraying thebitumen 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 506etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) 13 KM 3 ( Ch 2/00 to 2/400 ) 14 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) 15 KM 3 ( Ch 2/00 to 2/400 ) 16 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 by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) 17 KM 3 ( Ch 2/00 to 2/400 ) 18 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 19 Spreading hard murum/ soft murrum/ gravel or kankar for sidewidth complete 20 Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. 21 Royalty Metal H BMurum 22 Water absorption , Specific Gravity , Impact Value , Crushing Value 23 Sieve anlysis(Gradation), 24 Penetration,Soft.Point,Flas,Fire,Specific Gravity, 25 Extraction 26 Sieve anlysis(Gradation), 27 Liquid/Plastic/PI

INR 1180 /-

INR 29.46 Lakhs /-

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