Construction of road at Darbar sahib Guruduwara Gaffarpur bukharpur to kubi marg

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.50m,transporting to site,spreading greading to required slop and compacting to meet requirment of table-300.1 and 300.2 with a lead up to 1000m. As per TSC.301.5

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3

L/o granular sub base by providing well greaded materials speading in uniform layers with motor greader / Tractor mounted appropriate equipment complete in all respects.

Providing Laying spreading and compecting stone aggregate of specific sizes 45 to 63 mm to WBM specification i/c spreading in uniform thick. Layer use crushable scrining to fill up the interstics of coarse aggregate watering & compacting in stages to get required density by 80-100KN three wheel static rollar as per T.S.C-405

Providing Laying spreading and compecting stone aggregate of specific sizes 22.4 to 53 mm to WBM specification i/c spreading in uniform thick. Layer use crushable scrining to fill up the interstics of coarse aggregate watering & compacting in stages to get required density by 80-100KN three wheel static rollar as per T.S.C-405

Providing and Laying primer coat with bitumen wmulsion (SS-1) on prepared surface of granular base i/c cleaning of road surface & spreding primer 0.70 kg per sq.m.using mechenical means .as per T.S.C-502

Providing and applying Tack coat with bitumen (VG-10) Emulsion pressure distributor @0.252 to 0.30 kg per sq.m. on the prepared dry and hungry bituminus surface cleaned with hydrolic broome as per T.S.C-503

Providing , laying and rolling of open greaded P.C.20mm thick. Composed of 13.2 to 5.6mm gauge agregates either using P.G.Bitumen or emulsion torequired line grede and level to surve as wearing coarse on a previously prepared base i/c mixing ina suitable plan laying and rolling with three wheel 80-100KN static rollar as per T.S.C-508

Providing and laying seal coat by manual means with V.G.-10 bitumen sealing the voids in a bitumenous surface laid to the specific level,grade and cross fall using Type-C as per T.S.C-510

Brick on edge lining on both side of road with m-150 bricks laid with mud mortar i/c cost of all materials labour and T & P etc required for proper complition of work SI.No.-765