Public Works Department Tender

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge

CONSTRUCTION OF HP-350MM Culvert Earth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete.

Supply and laying of local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255

Cement concrete with 4 cm gauge stone ballast coarse sand and cement in the proportion 8:4:1 including cost of all material, labour etc. complete. SI No. 281

RCR stone masonary in 1:4 cement chopan caorse sand mortar in cluding all labour T&P etc complete

Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet.

Providing and laying 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying

Providing and laying 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe