providing following materials for work stbt of rajapur to mdr -58 devdaithan road ch 0 / 00 to 1 / 00 ( odr-129 ) at rajapur tal shrigonda dist ahmednagar , stbt of rajapur to mdr -58 devdaithan road ch 0 / 00 to 1 / 00 ( odr-129 ) at rajapur tal shrigonda dist ahmednagar , labour charges for removing grass, thorney shrubs, jungli shrub, kubabul and alike grassalong roadside making the ground clean by showel and phavaras etc. complete.s.s.r item no.21.33 , picking the road surface including sectioning etc. complete ( bt surface. ) .s.s.r. item no.21.33 , excavationforcatch / side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.s.s.r. item no.2.18 , 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 ) ..s.s.r. item no.50.57 , supplying hard murum / kankar at the road site, including conveying and stacking complete.s.s.r. item no.2.29a , supplying soft murum at the road site, including conveying and stacking complete..s.s.r. item no.2.29b , spreading 80 / 40mmmetalforroadworkincludingsectionongetccompleteasdirectedbyengineerin charge .s.s.r. item no.50.58 , spreading hard murum / soft murrum / gravel or kankar for side width complete . s.s.r. item no.2.30 , 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.s.s.r. item no.50.61 , providing and constructing 75 mm. thick modifiedpenetration macadam ( 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 kg / sqm, spreading 12 mm.size chips compacting with three wheel 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 rates are considered to arrive at rates ) .s.s.r. item no.3.35a , 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 are considered to arrive at rates ) s.s.r. item no.4.12 , 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 ) .s.s.r. item no.3.30 , 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 ) .s.s.r. item no.4.01 , 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 , testing charges of metal 60mm / 40mm - crushing value / compressive strength water absorption and specific gravity , testing charges of metal 80mm / 40mm -sieve analysis , testing charges of hard murum - liquid limit & plastik limit , testing charges of bitumen - penetration , softening point , flash &fire point specific gravity , testing charges of bitumen -extraction test