Tender For Repair And Renovation Work Of Suwana Talab Tehsil Digod District Kota - 1 Side Shuttering Including Propping Etc. Complete (To Achieve Finish F 2 Forretaining Wall, Counterfort, Abutment, Wing Walls Up Stream Or Down- Stream Slope Facings Of , kota-Rajasthan

Tender For Repair And Renovation Work Of Suwana Talab Tehsil Digod District Kota - 1 Side shuttering including propping etc. complete (to achieve finish F 2 forRetaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 2 Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786) 3 Preparation of foundation of structure including removal of all loose stones, silt and final washing. By manual labour 4 Cutting & clearance of jungle, bushes, shrubs Ankra/ Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary 5 30.29 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortarRed sand stone 6 Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By Manual MeansGrading No.2 (63-45mm) Hand Broken 7 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b)Hard / dense soil 8 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(b) With lead beyond 250 m and up to 750 m (1/2 Km) Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be achieved is at least 95% 9 Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.(i) at least 95% of Standard Proctors density 10 Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km 11 Supplying and laying aggregate in layers and profile as specified including all leads & lifts. This item is to be used only for laying filter / inverted filter(b) Broken ballast 20 to 40 mm size 12 Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts (a) 23 cm thickness (plus minus5 % thickness tolerance) 13 Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc.complete in all respect (a) Earth / Soil Cum 14 R. R. stone masonry (where 90 % stones weighing not less than 37.5 kg and no dimension to be less than 23 cm.) for foundation including all leads of all construction materials including curingetc. complete In cement sand mortar 1:4 15 Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (b) 20 mm 16 9.6 Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 20 mm 17 9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto20 mm 18 9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm

INR 1000 /-

INR 74605.0 /-

INR 37.30 Lakhs /-

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