| 1724150553000 | 1 | None | None | Other Works | Construction of SWM Site Belongs (Internal Roads & Drains, LC Tank at Shed, LC Tank at Sanitory Landfill, Landfill Site, Site Clearance, Planted Gravel Filter, Pond) in Kanakagiri TP Limit | 7117737.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3820150 | 145339 | None | I No 1.15.2 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the wo. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 446.25 | 446.25 | 7.34 | False | None | None | False | None | False | 3275.475 | 0 | | 3820151 | 145339 | None | I No 1.11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 454.65 | 454.65 | 3.85 | False | None | None | False | None | False | 1750.4025 | 0 | | 3820152 | 145339 | None | I No 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 0.8 | False | None | None | False | None | False | 5222.28 | 0 | | 3820153 | 145339 | None | I No 2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 6652.8 | 6652.8 | 2.06 | False | None | None | False | None | False | 13704.768 | 0 | | 3820154 | 145339 | None | I No 1 | Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification | Cum | 532.22 | 532.22 | 0.65 | False | None | None | False | None | False | 345.943 | 0 | | 3820155 | 145339 | None | I No 9 | Providing and removing centering, shutting, strutting, propping etc., for Retaining wall cost of all materials, labour complete as per specifications. Specification | Cum | 532.22 | 532.22 | 1.13 | False | None | None | False | None | False | 601.4086 | 0 | | 3820156 | 145339 | None | I No 14 | Providing and removing centering, shutting, strutting, propping etc., for Slab cost of all materials, labour complete as per specifications. Specification | Cum | 3326.4 | 3326.4 | 0.29 | False | None | None | False | None | False | 964.656 | 0 | | 3820157 | 145339 | None | I No 2.11 a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings | Kg | 93929.85 | 93929.85 | 0.27 | False | None | None | False | None | False | 25361.0595 | 0 | | 3820158 | 145339 | None | I No 8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Cum | 331.5 | 331.5 | 12.0 | False | None | None | False | None | False | 3978.0 | 0 | | 3820159 | 145339 | None | I No 15.6 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge | Sqm | 532.35 | 532.35 | 9.75 | False | None | None | False | None | False | 5190.4125 | 0 | | 3820160 | 145339 | None | I No 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coat with black Japan paint etc. complete as directed by the engineer-in-charge. | No | 2060.1 | 2060.1 | 1.0 | False | None | None | False | None | False | 2060.1 | 0 | | 3820161 | 145339 | None | I No 1.15.2 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 446.25 | 446.25 | 93.87 | False | None | None | False | None | False | 41889.4875 | 0 | | 3820162 | 145339 | None | I No 1.11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | Cum | 454.65 | 454.65 | 26.86 | False | None | None | False | None | False | 12211.899 | 0 | | 3820163 | 145339 | None | I No 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 8.8 | False | None | None | False | None | False | 57445.08 | 0 | | 3820164 | 145339 | None | I No 2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 6652.8 | 6652.8 | 25.16 | False | None | None | False | None | False | 167384.448 | 0 | | 3820165 | 145339 | None | I No 1 | Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification | Cum | 532.22 | 532.22 | 8.27 | False | None | None | False | None | False | 4401.4594 | 0 | | 3820166 | 145339 | None | I No 9 | Providing and removing centering, shutting, strutting, propping etc., for Retaining wall cost of all materials, labour complete as per specifications. Specification | Cum | 532.22 | 532.22 | 9.52 | False | None | None | False | None | False | 5066.7344 | 0 | | 3820167 | 145339 | None | I No 14 | Providing and removing centering, shutting, strutting, propping etc., for Slab cost of all materials, labour complete as per specifications. Specification | Cum | 3326.4 | 3326.4 | 7.25 | False | None | None | False | None | False | 24116.4 | 0 | | 3820168 | 145339 | None | I No 2.11 a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specification a. Buildings | t | 93929.85 | 93929.85 | 3.32 | False | None | None | False | None | False | 311847.102 | 0 | | 3820169 | 145339 | None | I No 8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Cum | 331.5 | 331.5 | 125.83 | False | None | None | False | None | False | 41712.645 | 0 | | 3820170 | 145339 | None | I No 15.6 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge | Sqm | 532.35 | 532.35 | 115.76 | False | None | None | False | None | False | 61624.836 | 0 | | 3820171 | 145339 | None | I No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 2.03 | False | None | None | False | None | False | 558.453 | 0 | | 3820172 | 145339 | None | I No 2.1.1 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | m | 5604.9 | 5604.9 | 0.34 | False | None | None | False | None | False | 1905.666 | 0 | | 3820173 | 145339 | None | I No 9.3.4 | Supplying, Laying and Joining HDPE pipes of specified grade and confirming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and joining of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipes alround to depth of not less than 15 cms. with soft gravel or selected earth available from excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bends, reducers etc. complete ( Contractor will make his own arrangements for procuring water for testing) etc. - For Grade PE80 PN 10.0 : HDPE grade PE80-PN10.0,110 mm dia SOR code : K030D | m | 682.5 | 682.5 | 7.5 | False | None | None | False | None | False | 5118.75 | 0 | | 3820174 | 145339 | None | I No 156 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coat with black Japan paint etc. complete as directed by the engineer-in-charge | No | 2060.1 | 2060.1 | 1.0 | False | None | None | False | None | False | 2060.1 | 0 | | 3820175 | 145339 | None | I No 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 80.0 | False | None | None | False | None | False | 8568.0 | 0 | | 3820176 | 145339 | None | I No 80 | Providing and Laying Stone boulders 300mm( For Filter bed) as per drawing, specifications with all leads and lifts complete, etc. as directed by the engineer. The rate includes the cost of material, transportation, laying and compacting with all labour, | Cum | 700.35 | 700.35 | 28.0 | False | None | None | False | None | False | 19609.8 | 0 | | 3820177 | 145339 | None | I No 14.4 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A)Stone/Boulder | Cum | 2007.6 | 2007.6 | 10.6 | False | None | None | False | None | False | 21280.56 | 0 | | 3820178 | 145339 | None | I No 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 0.33 | False | None | None | False | None | False | 2154.1905 | 0 | | 3820179 | 145339 | None | I No 4 | Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc | Cum | 1417.5 | 1417.5 | 4.2 | False | None | None | False | None | False | 5953.5 | 0 | | 3820180 | 145339 | None | I No 1.14.1 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. | Cum | 107.1 | 107.1 | 75.94 | False | None | None | False | None | False | 8133.174 | 0 | | 3820181 | 145339 | None | I No M 1 | Supply and installation of 1.5 mm thick HDPE smooth Geo - membrane Liner by blown / Flat die cast process as per list of companies approved in the detail specifications, laying, anchoring in trench, seaming testing complete as per given specification complete to form an impervious barrier . min width of liner shall be 5 M. Geo - membrane must be anchored with in anchor trench including excavation of trench and backfilling compaction complete, at bottom portion. Rate to be include the necessary lap for jointing, wastage testing and extrusion rods complete. Measurement will be made as per finished surface. Linear in the anchor trench will be taken in measurement. | Cum | 273.0 | 273.0 | 72.0 | False | None | None | False | None | False | 19656.0 | 0 | | 3820182 | 145339 | None | I No 7 | Providing and laying 40mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc. | Cum | 1312.5 | 1312.5 | 39.26 | False | None | None | False | None | False | 51528.75 | 0 | | 3820183 | 145339 | None | I No 4 | Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc | Cum | 1417.5 | 1417.5 | 14.4 | False | None | None | False | None | False | 20412.0 | 0 | | 3820184 | 145339 | None | I No 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 4.2 | False | None | None | False | None | False | 27416.97 | 0 | | 3820185 | 145339 | None | I No 31 | Planting and Maintaining of Flowering Plants | Sqm | 2.63 | 2.63 | 72.0 | False | None | None | False | None | False | 189.36 | 0 | | 3820186 | 145339 | None | I No 13.28 | Supply and delivery at site 50mm dia heavy duty UPVC Column pipes with heavy-duty collars,rubber profile ring vibration control profile ring, freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments | m | 577.5 | 577.5 | 28.0 | False | None | None | False | None | False | 16170.0 | 0 | | 3820187 | 145339 | None | I No 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 420.75 | False | None | None | False | None | False | 37551.9375 | 0 | | 3820188 | 145339 | None | I No 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No | Cum | 517.65 | 517.65 | 168.3 | False | None | None | False | None | False | 87120.495 | 0 | | 3820189 | 145339 | None | I No 4.2 ii | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (ii) For Grading -II Material | Cum | 2553.6 | 2553.6 | 76.5 | False | None | None | False | None | False | 195350.4 | 0 | | 3820190 | 145339 | None | I No 4.17 | Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 114.75 | False | None | None | False | None | False | 308327.5125 | 0 | | 3820191 | 145339 | None | I No 16.28 | Providing and constructing un-reinforced 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 construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7091.7 | 7091.7 | 103.28 | False | None | None | False | None | False | 732430.776 | 0 | | 3820192 | 145339 | None | I No 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 139.23 | False | None | None | False | None | False | 35378.343 | 0 | | 3820193 | 145339 | None | I No 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 21.42 | False | None | None | False | None | False | 139826.547 | 0 | | 3820194 | 145339 | None | I No 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately | Cum | 6639.15 | 6639.15 | 47.43 | False | None | None | False | None | False | 314894.8845 | 0 | | 3820195 | 145339 | None | I No 9 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. ( As per CSR the rate shuttering is 3% of Rate of concrete) | Cum | 110213.21 | 110213.21 | 1.0 | False | None | None | False | None | False | 110213.21 | 0 | | 3820196 | 145339 | None | I No 2.11 h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification h. All other type of structures | t | 82961.55 | 82961.55 | 2.37 | False | None | None | False | None | False | 196618.8735 | 0 | | 3820197 | 145339 | None | I No 1.15.2 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blastingmaterials, tools, usage of Machinery & all other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 446.25 | 446.25 | 2186.4 | False | None | None | False | None | False | 975681.0 | 0 | | 3820198 | 145339 | None | I No M 2 | Supplying and providing Geosynthetic clay liner laying, anchoring in the trench, seaming, and testing complete as given in general specification complete to form an impervious barrier. The minimum width of the Liner shall be 4.9M. GCL must be anchored within the anchor trench and backfilling, compaction complete at the bottom portion. Rate to include the necessary lap for joining, wastage, and testing including bentonite powder at joints, etc. complete. Measurement will be made as per the finished surface area. GCL in the anchor trench will be taken in measurement. | Sqm | 210.0 | 210.0 | 1784.0 | False | None | None | False | None | False | 374640.0 | 0 | | 3820199 | 145339 | None | I No M 3 | Supply and installation of 1.5 mm thick HDPE smooth Geo - membrane Liner by blown / Flat die cast process as per list of companies approved in the detail specifications, laying, anchoring in trench, seaming testing complete as per given specification complete to form an impervious barrier . min width of liner shall be 5 M. Geo - membrane must be anchored with in anchor trench including excavation of trench and backfilling compaction complete, at bottom portion. Rate to be include the necessary lap for jointing, wastage testing and extrusion rods complete. Measurement will be made as per finished surface. Linear in the anchor trench will be taken in measurement. | Cum | 273.0 | 273.0 | 1960.0 | False | None | None | False | None | False | 535080.0 | 0 | | 3820200 | 145339 | None | I No 4 | Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc.(for drainage layers) | Cum | 1417.5 | 1417.5 | 126.0 | False | None | None | False | None | False | 178605.0 | 0 | | 3820201 | 145339 | None | I No M 5 | Supply & installation of Non-Woven Geotextile (GT) of 350/M2 made of polypropylene of TC Mirafi(USA) | Sqm | 322.35 | 322.35 | 448.56 | False | None | None | False | None | False | 144593.316 | 0 | | 3820202 | 145339 | None | I No 1.11 | Supplying and filling in plinth with sand under floors, the foundation of bridges including watering, ramming, consolidating, and dressing complete. | Cum | 2285.85 | 2285.85 | 138.93 | False | None | None | False | None | False | 317573.1405 | 0 | | 3820203 | 145339 | None | I No 3 | Header Pipe :Supplying and laying of 110mm confirmimng to IS 4984: 1955 with latest amendments & conveying to work site including lading & unloading at both destination & rolling, lowering into trenches, laying true to line & jointing of pipes & specials by electrofusion welding, including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from excavation etc. complete giving hydraulic test as per relevant ISS with all lead & lift including testing & commissioning. The rate is eclusive of required specials & fitting etc. complete NP 10 | m | 486.15 | 486.15 | 225.0 | False | None | None | False | None | False | 109383.75 | 0 | | 3820204 | 145339 | None | I No 32 | Header Pipe :Supplying and laying of 160mm confirmimng to IS 4984: 1955 with latest amendments & conveying to work site including lading & unloading at both destination & rolling, lowering into trenches, laying true to line & jointing of pipes & specials by electrofusion welding, including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from excavation etc. complete giving hydraulic test as per relevant ISS with all lead & lift including testing & commissioning. The rate is eclusive of required specials & fitting etc. complete NP 10 | m | 970.2 | 970.2 | 75.0 | False | None | None | False | None | False | 72765.0 | 0 | | 3820205 | 145339 | None | I No 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 8.6 | False | None | None | False | None | False | 56139.51 | 0 | | 3820206 | 145339 | None | I No 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately | Cum | 6639.15 | 6639.15 | 29.24 | False | None | None | False | None | False | 194128.746 | 0 | | 3820207 | 145339 | None | I No 1 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. ( As per CSR the rate shuttering is 3% of Rate of concrete) | Cum | 67945.06 | 67945.06 | 1.0 | False | None | None | False | None | False | 67945.06 | 0 | | 3820208 | 145339 | None | I No 2.11 h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification h. All other type of structures | t | 82961.55 | 82961.55 | 1.75 | False | None | None | False | None | False | 145182.7125 | 0 | | 3820209 | 145339 | None | I No 2.5 ii A | Clearing and Grubbing Road Land - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer:- In area of light jungle | Sqm | 412.65 | 412.65 | 700.0 | False | None | None | False | None | False | 288855.0 | 0 | | 3820210 | 145339 | None | I No 711 | RCC pipe NP3 700 mm dia & 2.5 M long | m | 2730.0 | 2730.0 | 42.0 | False | None | None | False | None | False | 114660.0 | 0 | | 3820211 | 145339 | None | I No 1.16.1 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work1.16.1 In Hard Rock ( requiring blasting) Depth upto 1.50m | Cum | 581.7 | 581.7 | 660.0 | False | None | None | False | None | False | 383922.0 | 0 |
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