| 1707986935000 | 0 | None | None | Buildings | CONSTRUCTION OF LEACHATE TANK IN SWM UNIT OF YADGIR CITY | 417384.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2602309 | 81177 | None | code 01 | 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 | ha | 165946.2 | 165946.2 | 0.01 | False | None | None | False | None | False | 1659.462 | 0 | | 2602310 | 81177 | None | code 02 | 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and i upio 1.5 m including cost of labour, louis, usage of machinery & other appurtenaces required to complete the work : In all kinds of soils Depth upto 3 m | Cum | 76.65 | 76.65 | 141.75 | False | None | None | False | None | False | 10865.1375 | 0 | | 2602311 | 81177 | None | code 03 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m | m | 508.2 | 508.2 | 60.0 | False | None | None | False | None | False | 30492.0 | 0 | | 2602312 | 81177 | None | code 04 | 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 and down size graded crushed coarse aggregates | Cum | 6222.3 | 6222.3 | 2.03 | False | None | None | False | None | False | 12631.269 | 0 | | 2602313 | 81177 | None | code 05 | 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 6613.95 | 6613.95 | 8.28 | False | None | None | False | None | False | 54763.506 | 0 | | 2602314 | 81177 | None | code 06 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 6816.6 | 6816.6 | 1.35 | False | None | None | False | None | False | 9202.41 | 0 | | 2602315 | 81177 | None | code 07 | Providing and removing a centering, shuttering, strutting, propping etc., and removal of form work for a foundation footing bases of column for mass concrete including cost of all materials, labours, complete as per specificatons.Walls | Sqm | 4629.77 | 4629.77 | 8.28 | False | None | None | False | None | False | 38334.4956 | 0 | | 2602316 | 81177 | None | code 08 | Providing and removing a centering, shuttering, strutting, propping etc., and removal of form work for a foundation footing bases of column for mass concrete including cost of all materials, labours, complete as per specificatons. Slab | Sqm | 3408.3 | 3408.3 | 1.35 | False | None | None | False | None | False | 4601.205 | 0 | | 2602317 | 81177 | None | code 09 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation /Substructure/ Superstructure complete as per Drawing and Technical Specifications. | Tonne | 99009.75 | 99009.75 | 0.963 | False | None | None | False | None | False | 95346.38925 | 0 | | 2602318 | 81177 | None | code 10 | Filling approved 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 | 141.75 | False | None | None | False | None | False | 64446.6375 | 0 | | 2602319 | 81177 | None | code 11 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. | Sqm | 328.65 | 328.65 | 36.0 | False | None | None | False | None | False | 11831.4 | 0 | | 2602320 | 81177 | None | code 12 | Providing and laying water proofing treatment to the Retaining wall, water retaining structures outside with fully bonded 1.6mm Thick SBS modified self-adhesive, cross laminated HDPE Valero lining waterproofing membrane, conforming to IS 16471:2017 Type A, requirements of UG waterproofing structures, The SBS membrane shall have Mass per Unit Area 1.8 Kg/m2 as per ASTM D 5147, Puncture resistance 200 N as per ASTM E 154, Elongation 180% as per ASTM D 412-06, Tensile Strength 4 Mpa as per ASTM D 412- 06, Tear resistance 20 N/mm as per ASTM D 4073, Hydrostatic pressure 50M as per DIN 1048. The lap with HDPE membrane shall be 100mm treated with TS tape. followed by the installation of 8-10mm THK polyethylene dimpled drain board having compressive strength 400kN/m2 (as per ISO 25619-2). The finished cost includes surface preparation, making coving and a coat of solvent based bituminous primer @ 0.25l/m2 on entire surface before laying membrane completely as per specification. | Sqm | 973.35 | 973.35 | 36.0 | False | None | None | False | None | False | 35040.6 | 0 | | 2602321 | 81177 | None | code 13 | Man Hole Cover | LS | 2520.0 | 2520.0 | 1.0 | False | None | None | False | None | False | 2520.0 | 0 | | 2602322 | 81177 | None | code 14 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments 3 HP, size 50x40 Head 30M, Discharge 198 LPM | Each | 19756.8 | 19756.8 | 1.0 | False | None | None | False | None | False | 19756.8 | 0 | | 2602323 | 81177 | None | code 15 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 431.55 | 431.55 | 60.0 | False | None | None | False | None | False | 25893.0 | 0 |
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