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| 1 | Clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm |
| 2 | 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(Widening of patari) |
| 3 | Excavation for Foundation in ordinary Soil including lift upto 1.50 metre and led upto 30 mtrincluding filling watering and rammingof excavated earth into the trenches of into the space between the building and side of trenches and removal and disposal of earth directed by the engineer incharge upto the distance of the 30 m from the foundation trenchesSI No 251 |
| 4 | 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 GSTSI no 280 |
| 5 | 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) |
| 6 | 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 ) |
| 7 | Reinforcement of M.S. bar in Rcc work I/C straightenging cutting bending placing in posion & bending all complete |
| 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader 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. |
| 9 | WBM Grading -3 -Providinglaying , 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 screeningto fill up the interstices of coarse aggregate ,watering and compactingto required density as per technical specification Clause 405. |
| 10 | 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 drawingand Technical Specification Clause 1501 |
| 11 | 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 |
| 12 | Supply and Fixing of Information board |
