Panchayati Raj Department Tender

PCC Grade M-10 Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. foundation

Filling in foundation trenches as per drawing & technical specification clause 305.3.9

RCC Grade M25 RCC Grade M25 (Using Concrete Mixer)

Supplying, fitting and placing TMT bar reinforecement in super-structure complete as per drawing and technical specifications

M-150 brick work in 1:4 cement & C sand in foundation and plinth including supply of all materials, labour and T&P etc. as per Analysis

12mm thick plaster on plain surface of wall with cement mortar consising of I part cement and 4 part of approved coarse sand . As per Analysis

Providing and laying 450 mm dia NP-3 RCC hume pipe medium duty confirm to IS458:2003 including collors/spigot jointed with stiff mixture of cement in the proportion of 1:2(1 cement and 2 fine sand ) including testing of joint,all taxes,transportation charges & contractore's profit etc.complete.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

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.

S/F of sign board & photography