Public Works Department Tender

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.

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

U-Type Drain Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Cement concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:4:8 including supply of all material, labour T&P etc required for proper completion of the work as per SI No. 281

M-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour T&P ect required for proper completion of the work as per SI No 305

12mm thick plaster with cement mortar in proportion of 1:3 cement and sand of 1.25 fineness modulus) over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc. required for proper completion of the work as SI No. 582

R.C.C. Work with cement approved coarse sand and 2 cm guage approved stone ballast in the proportion of 1:1.5:3 in lintel of doors nad windows excluding its fixing and binding the same with 24b.W.G.G.I. binding wire and including necessary centring and shuttreing etc. and also including supply of all material required for proper completion of the work. binding wire to be supplied by the contractor free of cost. as per Item no. 284a

Mild Steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not included in overall rates) wroght to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized iverlapping shall be measured.