Public Works Department Tender

Providing and laying seal coat type 'C' sealing the voids in a bituminous surface P.C. Surface laid to spedified levels grade and cross fall using with 6.7 mm nominal size grit of Approved quarry @ 0.09 cum per 10sqm with Bitumen @ 6.50 Kg./10 Sqm including heating of Bitumen to the required temperature and including all material, Labour & T&P etc. as per Clause 510 of MORD Specification Excluding Cost of GST)

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 Specification Clause 303.1. .(Excluding Cost of GST)

Part-B (CC Work) 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 le stone dust to fill-up the interstices of coarse apgregate, 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 aas per MORD specifications no 405 (Excluding Cost of GST)

CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.

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 Specification Clause 303.1. .(Excluding Cost of GST)