Name of Work:- Fo0[K0 Xm+Okj Ds Xzke Iapk;R Ftxuh Esa Ftxuh Ls Uoknk Rd Ysiu Ejeer Dk Dk;Za
Sl. No.
Item Description
1
(WBM.GRADE 2) providing and laying and spreading and complteing stone aggregates of specific size 45-63mm to water bound mecadam speci. Inc. spreading in uniform thickness hand packing, rolling with there wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening/ binding materils to fill up the interstices of coarse aggregates watering and compacting to the required density grading 3 as per technical spec. clause 405 compacted thickness 75 mm.
2
(WBM.GRADE 3) providing and laying and spreading and complteing stone aggregates of specific size to water bound mecadam speci. Inc. spreading in uniform thickness hand packing, rolling with there wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening/ binding materils to fill up the interstices of coarse aggregates watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm.
3
providing and appling of primer Coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraing primer at the rate of 0.70kg/sqm using mechanical means as per MORD specification clause 502
4
providing and appling of Tack Coat with bitumin V.G-10 using emulsion pressure distrbutor at the rate of 0.35-0.45 kg/sqm on the primed surface of granular base treated with primer and cleaned with hydroulic broom.
5
providing and laying and rolling or open graded premix carpet of 20 mm thick composed 13.2 mm to 5.6 mm agg. Either using penetration grade bitumin/ CRMB on emulsion @1.46 kg per sqm to required line , grade and level to serve as wearing course on a previously base by manual MORD specification. 508
6
providing and laying of Seal Coat by manual means with 80/100 Grade Bitumin sealing the voids in bituminous surface laid to the specified levels ,grade and coarse fall using type C as per tech spec. CI 510.
7
constructionof embankment with approved material obtained from barrow pits with a lift up to 1.5m transporting to site spreading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead 1000m as per technical specification clause 301.5
8
Providing & Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. the finished surface to the level, uniform and free from streaks and holes.
9
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