Construction of link Road from Akrabad Nanau-Barla road to Bai Khurd main road U.M.S. Chharra.

Part A - Construction of granular sub-base by providing well graded material, mixing in a 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 disired density, complete as per technical specification clause 401

Providing laying, spreading and compactong stone aggregates of specific sizes to water bound macadam specification including speading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(4.8-3)

Providing and laying & rolling of open graded premix carpet of 20mm thickness composed of 13.20 to 5.60 mm aggregates including mixing in a suitable plant, laying with a three wheele 80-100KN static Rooler capacity, finished to required leve & grades Bitumen @ 14.6Kg/10Sqm agea for premixing including Taxesx, Material, Labour and T&P etc required for proper completion of the work as per MORD specification No. 508 ( Rates including of Bitumen VG-10)

Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 513

Providing and applying Tack coat with bitumen VG-10 using bitumen pressuredistriutor at the rate of 0.30kg/sqm on the prepared primed granular/old painted surface, cleaned with Machanical broom including all Taxes, Material, Labour, T&P etc. required for proper completion of the work, as per MORD specification No. 503 (Rates Including of Bitumen VG-10)

Providing and applying primer coat with Emultion SS-1 on prepared surface of granular base including cleaning of road surface and spreding primer at the rate of 0.60kg/sqm using mechincal means before Applying prime coat the surface will be cleaned with air compressor and water will also be sprinkled with water tanker to keep the surface Moist. The prime coat will be applied 24 hrs before the application of bituminous course including all Taxes, Material, Labour, T&P etc. required for proper completion of the work. as per MORD Specification No. 502

Brick edging on both side of the road of M-150 bricks 8cm (3") wide and 12cm (4 1/2) deep laid with mud nortar including all labour and supply of brick finished to reqired template & ramming the excavated eart as directed by the Engineer-in- Charge.

Brick soling with M-150 bricks laid on edge & dry brick edging on both side including preparation of subgrade to required camber and including supply of bricks filling joints with local earth spreading a blind coat of 1cm depth of local earth P.I. 5 to 7 or sand over the entire surface and including labour & T&P etc. required for proper completion of work or slop as per direction of E/I

Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50m n depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slops and also including lift 1.5m and lead 30m the earth inform of cutting to be used as spoil banks within 50m distance as directed by the E/I . S.I. No 253 (a)