Special Repair work of Nagla Kallu Road in District Mathura

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 as per Technical Specification Clause 303.1. As per SOR Chapter No. 5 Sl No. 21

Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53~22.4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work as per MORD specifications no 405.

Providing & applying Tack Coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503 (Rates are including cost of Bitumen)

Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitable plant, laying & rolling with a three wheeled 80-100KN Static Roller capacity, finished to required level & grades Bitumen (VG-10) @ 14.6 Kg./ 10 sqm. area for premixing including all Taxes, Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 508. (Rates are including cost of Bitumen)

Providing and laying seal coat type "C" sealing the voids in a bituminous surfsce P.C. surface laid to specified levels grade and cross fall using with 6.7 mm nominal size grit of approved quarry @ 0.09 cum per 10sqm with Bitumen (VG-10) @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as per Clause 510 case-III of MORD Specification. (Rates are including cost of Bitumen)

Construction of un-reinforced plain cement concrete pavement thickness as per drawing over a prepared sub base with 43 grade cement as per claus 1501.2.2 M 30 (grade) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less then 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed site form work (steel channel laying and fixing of 125 micorn thick polythine film wedges steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate viobrators and finished in countinous operations including provision of contraction and expansion, construction joints applying primer sealent and construction joint, admixtures as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.