Construction of Indo Nepal Border to Baba Asrathdas Samadhi Sthal link Road

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 with lead upto 1000 m as per Technical clause 303.1 as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Construction of granular Sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Techincal Specification Clause 401 as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 2 as per Technical specification clause 405 as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 3 as per Technical specification clause 405 as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Brick edging on both sides of road with first Class-bricks 8 cm(3'') wide 12 cm (4 1/2'') deep laid with mud mortar including all materials, labour T&P etc complete. S.I. No-765 as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Providing and applying primer coat with bitumen emulsion(SS-2) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per Technical Specification Clause 502 as per direction of E/I Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Providing and applying tack coat with Bitumen grade (VG-10)using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & Cleaned with Hydraulic broom as per Technical Specification Clause 503. as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates Crushed stone chipping 13.2 mm @ 0.018 Cum/10Sqm Crushed stone chipping 11.2 mm @ 0.009 Cum/10Sqm Either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by Bitumen VG_10 @146Kg per 100 sqm. manual MORD Specific- ations 508 as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Providing and laying seal coat by Manual means with Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C WITH Crushed stone chiping of 6.7 mm size 100 percent passing 9.5 mm sieve and retainon 2.36 mm sieve applied @ 0.09Cum/10Sqm as per Technical Specification Clause 510. Bitumen VG_10 @6.50 Kg per 10 sqm. as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects

Earthwork in patari on both side of road in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 metre in depth and earth work to be compacted in 20 cm. layers including ramming and dressing and also the surface to required levels and slopes also including 2.0 m. lift and 10m. lead as per specification and direction of E/I. including royality charges as per direction of E/I (Rates are including all tax but excluding gst royalty labour cess material) with all aspects