Public Works Department Tender

Providing and laying seal coat Type-C to sealing the voids in a bituminous surface with 6.7 mm aggregates of approved quarry using bitumen (VG-10) to required laid to the specified levels, grade and cross fall as per MORD Specification Clause 510 and as per direction of Engineer-in-charge to completion of work.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1

Construction of un-reinforced, dowel jointed, at expansion and construction joint only, 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 aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plats including leveling the formwork as drawing), spreading the concrete with shovels, rakes, compacted using needls, screed and plate vibrators and finshed in contunuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approadch to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14days curing compound(where specified) and water finishing to lines and grades as per drawing and Techincal specification clause 1501.

Earthwork in cutting or in embankment in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m (100 ft.) distance as directed by the Engineer - in - charge.(As per SOR No. 253) 1 km cartage

Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m.(SOR No.251)

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast ballast 20mm nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in founation adn floors.(SOR No.280

First class bricks work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.As per SOR No. 307(a)

Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone ballast ballast 20mm nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in founation adn floors.(SOR No.279(b))

12 mm thick plaster with cement mortar in proportion of 1:3 cement and coarse sand (SOR No. 583)