| 1720003157000 | 1 | None | None | Buildings | Construction of WindrowCompost platform at Solid waste Processing and disposal site in Hunsur CMC Town Limit | 3555793.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3443282 | 122271 | None | code 01 | 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. (I.No.1.12 P.No 8 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-I | Cum | 66.95 | 66.95 | 175.0 | False | None | None | False | None | False | 11716.25 | 0 | | 3443283 | 122271 | None | code 02 | 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. In all kinds of soils Depth upto 1.50 m (I.No.1.4.1 P.No.5 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol.-I | Cum | 191.58 | 191.58 | 196.02 | False | None | None | False | None | False | 37553.5116 | 0 | | 3443284 | 122271 | None | code 03 | 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 40 mm nominal size graded crushed coarse aggregates (I.No. 2.1.3 P.No.15 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-I | Cum | 5720.62 | 5720.62 | 63.35 | False | None | None | False | None | False | 362401.277 | 0 | | 3443285 | 122271 | None | code 04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (I.No. 5.4.1 P.No.9 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-II | Cum | 5584.66 | 5584.66 | 64.23 | False | None | None | False | None | False | 358702.7118 | 0 | | 3443286 | 122271 | None | code 05 | Providing and laying in position Reinforced cement concrete for all Foundation works. The anite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machinemixed 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) (I.No. 2.2.1.1 P.No.15 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-I | Cum | 6738.83 | 6738.83 | 42.78 | False | None | None | False | None | False | 288287.1474 | 0 | | 3443287 | 122271 | None | code 06 | 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.(I.No.1.9.14.P.No 7) Vol-1 | Cum | 210.12 | 210.12 | 405.51 | False | None | None | False | None | False | 85205.7612 | 0 | | 3443288 | 122271 | None | code 07 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per
specifications..(I.No.4.1 1 P.No.5 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol.-I | Sqm | 97.85 | 97.85 | 585.09 | False | None | None | False | None | False | 57251.0565 | 0 | | 3443289 | 122271 | None | code 08 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (I.No.9.3 P.No.71 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-III (ISSUED RATE) | Tonne | 86587.98 | 86587.98 | 3.337 | False | None | None | False | None | False | 288944.08926 | 0 | | 3443290 | 122271 | None | code 09 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (I.No.11.16.2 P.No.81 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-II (ISSUED RATE) | Kgs | 140.08 | 140.08 | 3768.0 | False | None | None | False | None | False | 527821.44 | 0 | | 3443291 | 122271 | None | code 10 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (I.No. 7.38 P.No.26 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-II | Sqm | 572.68 | 572.68 | 704.0 | False | None | None | False | None | False | 403166.72 | 0 | | 3443292 | 122271 | None | code 11 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (I.No. 6.33 P.No.17 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-II | Sqm | 1057.81 | 1057.81 | 105.6 | False | None | None | False | None | False | 111704.736 | 0 | | 3443293 | 122271 | None | code 12 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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.(I.No. 8.9 P.No.42 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-II | Sqm | 338.87 | 338.87 | 264.0 | False | None | None | False | None | False | 89461.68 | 0 | | 3443294 | 122271 | None | code 13 | 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.. (I.No.20.29 P.No138 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-III | Cum | 7042.11 | 7042.11 | 120.0 | False | None | None | False | None | False | 845053.2 | 0 | | 3443295 | 122271 | None | code 14 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (I.No. 8.28 P.No.45 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-II | Sqm | 67.98 | 67.98 | 159.38 | False | None | None | False | None | False | 10834.6524 | 0 | | 3443296 | 122271 | None | code 15 | Green mist Extinguishers : Providing 6 Ltr Watermist technology base, Stored pressure type, Rating -8A. 34B & 40F, Mild steel body t, Tamper- proof safety seal, Effective on Class-A, Class-B, Class-F and Electrically Started Fires, Built-in pressure gauge, lnstalert, Uses distilled water, Gross Weight 12.15 Kg, empty Weight 6.15kg, can Height 615mm Diameter 175M M, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Can Construction: Deep drawn & C02 Mig welded, Valve Construction: Forgin & Machining, ERDA approved, Sheet metal thickness : 2.00MM, Discharge Time : Min. 64 Sec., 5 Year Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete(I.No. 15.46 P.No.9of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-III Fire fighting | Each | 25896.26 | 25896.26 | 3.0 | False | None | None | False | None | False | 77688.78 | 0 |
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