Public Works Department Tender

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exeeding 1/2 meter (20") depth and earth work in embankment to be in 20cm.(8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50M (5ft.) lifts and 30M(100ft.) lead. The earth from cutting to be used in making embankent or to be deposited as spoil banks with in 30M(100ft.) distance as directed by the E/I.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 3 as per Technical Specification Clause 405 (By Manual Means)

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavement 15cm thick for c.c road coarse & fine aggregate confirming to IS standard mixed in concrete mixture /Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour , tools & plants etc. required for proper completion of work and also including complete shifting of material & concrete etc. (SI. No.- New Item-4)

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches. [S.I. No. 251]

Concrete with 4 cm. Guage stone ballast coarse sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials, labour and T&P etc. required for proper completion of work. [S.I. No. 281]

M-150 brick work in one cement &three coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of work. [S.I. No.307 ]

12 mm thick plaster with one part cement and six part fine sand of 1.25 FM over brick work minimum thickness not to be less than 1 cm including supply of all materials labour and T&P etc. required for proper completion of the work. [S.I. No. 582]

Cement concrete with 2cm guage approved stone ballant coarse sand and cement in proportion of 4:2:1 i/c supply of all f all materials, labour and T&P etc. required for proper completion of work. [S.I. No. 279a]