GT Marg SE Gopalnagar Uttari tak (Missing Link) ka nav nairman karya (1)

Construction of Embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Technical Specification Clause 303.1

Providing, laying, spreading Material on prepared sub grade by adding cement @ 2% by weight of the spread Material manually by mixing in place with rotavator compacting with vi roller at OMC to achieve the desired unconfined compressive strength and form a layer of subbase.

Providing, laying and spreading Material on prepared sub base adding cement @ 4% by weight of the spread Material manually by mixing in place with rotavator compacting with road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base.

Providing and applying tack coat with Bitumen VG-10 grade @ 0.30 kg per sqm on the prepared bituminous surface cleaned with as per Technical Specification Clause 503.

Providing laying rolling of open graded premix carpet of 20 MM thickness composed of 13.2MM & 11.2 MM size Kabrai stone grit @ 1.8 Cum & 0.9 Cum respectively per 100 Sqm area and premixing in suitable plant with Bitumen grade VG-10 @ 92 Kg per 100 Sqm area for 13.2 mm grit & @ 54 Kg/100 Sqm area for 11.2mm grit,laying & rolling with a smooth wheeled 8-10 ton capacity roller finished to required level & slope also including cost of material labour T&P etc including hire & POL of road roller etc. complete as per directed by E/I

Providing and laying seal coat type C with 6.7mm Kabrai stone grit & Bitumen grade VG-10 , including heating grit and bitumen in a suitable plant premixing with bitumen, laying on bituminous surface laid to the specified level grade & cross fall as per detailed PWD specification,Grit to be used @ 0.90 cum/100Sqm area and Bitumen @ 65 Kg/100Sqm.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Technical Specification Clause 303.1. in Patri

Construction of Hume Pipe Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material by Mcchanical Means

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Clauses 600, 1202 &1203