Panchayati Raj Department Tender

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Supplying, fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1001, and 1202

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavment, thickness asper 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, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythin 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 finshed in continous 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Brick soling with straight over burnt bricks laid flat and dry including preparation of sub grade to prescribed camber and including supply of brick, filling joints with local earth spreading a blinding coat of ane cm. (3/8") depth of local earth of P.I.5 to 7 or sand over the entire surface & including all materials labour T&P etc required for proper completion of the work.SI No-762 (a)

Struck pointing with cement mortar consisting 1 part cement and 2 parts of sand of 1.25 fineness modulus including supply of all materials labour and T&P etc. required for proper completion of the work. SOR 574No

Installation of submerceable pump & boring work etc. complete.

Supply & fixing of sign board etc.