tender for 18.bandalwadi manikrao dangde patil ghar road at gunwadi .tal - baramati - dressing of side shoulder / scrapping the road side shoulder by mechanical means( by jcb /douzer) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by engineer in charge. 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller. to the required density. by mechanical means - grading i (using screening type a (13.2) mm aggregate) 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. by mechanical means - grading ii (using screening type b (11.2 mm) aggregate) 4 providing and constructing 50 mm. thick modified penetration 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 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 rates are considered to arrive at rates) 5 providing and applying tack coat on the prepared surface heating by fames in boiler and spraying bitumen with sprayer on dry / hungry b.t. surface 3 kg/10 sqm. (vg-30 bulk bitumen rates are considered to arrive at rates) 6 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)(non scada item) 7 providing bituminous type a liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing 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) 8 supplying hard murum/ kankar at the road site, including conveying and stacking complete 9 spreading hard murum/ soft murrum/ gravel or kankar for side width complet 10 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 11 providing and laying cement concrete pipe of is 458:2003 np-2 class of 450mm diametre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 12 providing and fixing board displaying information, such as name of work, tender cost,name of contractor, work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on m.s.angle of size 35 x 35 x 3 mm frame with properly crossbraced m.s. angles of size 35mmx35mmx3mm duly painted including two m.s. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete 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 13 basic test of aggregate. 1)water absorption, specific gravity,impact value, crushing value. 14 basic test of aggregate. 2)sieve analysis. 15 soil / murum. 1)sieve analysis 16 bitumen.1)penetration, softening point, flash & fire point, specific gravity 17 bitumen.4)extraction test.(bituminous mix) 18 royalty for aggregate 40 mm (hand broken) blasted excluding royalty 19 royalty for hard murum 20 royalty for murum at site