Panchayati Raj Department Tender

Concrete with 4 cm guage Stone ballast in foundation in the proportion of 1:3:6 cement :sand :40 mm guage ballast including supply of all materials albour tools & palnts etc required for proper completion of thr work excluding GST SI no 280

Brick Masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical spefication Clauses 600,1202 & 1203 (Brick masonry in 1:4 cement mortar)

Plastering with cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600,1202 &1203 (brick masonry in 1:4 cement morter)

RCC work in walls ( any thicknees ) I/C cost of centering shuttering finishing & excluding rainforcement 1:1.5:3 ct sand & 20mm thick aggregate (DSR-SP NO - 5.2.2 )

Reinforcement of M.S. bar in Rcc work I/C straightenging cutting bending placing in posion & bending all complete

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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 , spreding and compacting stone aggregate of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness ,hand packing . Rolling with smooth whell roller 80-100 kn in stage to proper grade and camber ,applying and brooming ,stone screening to fill up the interstices of coarse aggregate ,watering and compacting to required density as per technical specification Clause 405.

Construction of 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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

PRO & Laying of rubber moulded I shafe 80mm thick interloking concrete block pavements passing minimum 30 mpa compressive strength as per drawing & technical specification cause 1501 for mberm

Supply and Fixing of Information board