tender for 70. sonwadi supe sonwadi baramati rasta te ramdas more vasti to gavthan rasta. tal. baramati - clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and 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. 2 supplying hard murum/ kankar at the road site, including conveying and stacking complete 3 spreading hard murum/ soft murrum/ gravel or kankar for side width complet 4 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 5 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) 6 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 7 providingand laying concrete pipes of i.s.np. class of 300mm diametre in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsincement mortar 1:1 and refilling the trench complete. 8 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. 9 providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with v-sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( material obtained from other sources) 10 basic test of aggregate. 1)water absorption, specific gravity,impact value, crushing value. 11 soil / murum. 1)sieve analysis 12 soil / murum. 2)liquid limit & plastic limit. 13 royalty for soft murum 14 royalty for hard murum 15 royalty for murum at site