1724831580000 | 0 | None | None | Other Works | Construction of Sanitary Landfill in Solid Waste management site in TP Arabhavi | 2650637.89 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3871938 | 148409 | None | code01 | 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. ( CM SR 2023-24 P.No. 9/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | 100 Sqm | 412.65 | 412.65 | 10.2 | False | None | None | False | None | False | 4209.03 | 0 | 3871939 | 148409 | None | code02 | 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 exceedingIn Hard Rock ( requiring blasting) Depth upto 1.50m ( CM SR 2023-24 P.No. 9/Vol-1/ 1.16.1 ) | Cum | 581.7 | 581.7 | 1836.0 | False | None | None | False | None | False | 1068001.2 | 0 | 3871940 | 148409 | None | code03 | 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. (PWD SR 2023-24/ P.no. 7/1.9) | Cum | 279.3 | 279.3 | 204.0 | False | None | None | False | None | False | 56977.2 | 0 | 3871941 | 148409 | None | code04 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (WRD SR 2023-24/ P.no.7/ 1.8) | Cum | 497.7 | 497.7 | 314.24 | False | None | None | False | None | False | 156397.248 | 0 | 3871942 | 148409 | None | code05 | Providing laying 1500 Microns thick 6m wide HDPE Geo membrane, over the synthetic clay liner having Thickness 1.5mm, Density94gcm, Tensile Strength at yield 23 width and at break 42 Nm width, Elongation at Yield 13, Elongation at Break 700 Tear Resistance 175 N, Puncture Resistance 490 N, Carbon Black Content 2.5 and Carbon Black dispersion at Satisfactory level | Sqm | 450.0 | 450.0 | 1156.53 | False | None | None | False | None | False | 520438.5 | 0 | 3871943 | 148409 | None | code06 | Geotextile - 250 gsm (CM SR 2023-24/P.No.A-39/Vol-1/36) | Sqm | 243.6 | 243.6 | 1156.53 | False | None | None | False | None | False | 281730.708 | 0 | 3871944 | 148409 | None | code07 | Providing and Filling in foundation with granite / trap broken metal 40mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (derived from rate analysis) (CM SR 2023-24/P.No. A-38/Vol-1/SL No-7/ Pg.no 11/1.23) | Cum | 1929.9 | 1929.9 | 72.0 | False | None | None | False | None | False | 138952.8 | 0 | 3871945 | 148409 | None | code08 | Providing and Filling in foundation with granite / trap broken metal 20mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (derived from rate analysis) (CM SR 2023-24/P.No. A-38/Vol-1/SL No-4/Pg.no 11/1.23) | Cum | 2112.6 | 2112.6 | 72.0 | False | None | None | False | None | False | 152107.2 | 0 | 3871946 | 148409 | None | code09 | Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150gsm Geotextile for subsoil drainage system ncludingall necessary coupling fittings for joints back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE It shall be extruded into an open lattice wall structure, with 60of the circumferenceconsisting of open area and a 30 solid area along the invert. The product should satisfy the following parameters as below Ring Stiffness as per ISO 9969: 2016 should be 0.8 kNm2 2. Resistance to Acid with 3 HCl for 24 hrs without massloss, change in colour, softening, cracking or spalling.Resistance to Alkali with 3 KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling Excavated material to be utlised in roadway at sit 110mm dia HDPE pipe | m | 1129.8 | 1129.8 | 30.0 | False | None | None | False | None | False | 33894.0 | 0 | 3871947 | 148409 | None | code10 | Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150gsm Geotextile for subsoil drainage system ncludingall necessary coupling fittings for joints back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE It shall be extruded into an open lattice wall structure, with 60of the circumferenceconsisting of open area and a 30 solid area along the invert. The product should satisfy the following parameters as below Ring Stiffness as per ISO 9969: 2016 should be 0.8 kNm2 2. Resistance to Acid with 3 HCl for 24 hrs without massloss, change in colour, softening, cracking or spalling.Resistance to Alkali with 3 KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling Excavated material to be utlised in roadway at sit 60mm dia HDPE pipe | m | 1415.4 | 1415.4 | 120.0 | False | None | None | False | None | False | 169848.0 | 0 | 3871948 | 148409 | None | code11 | Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150gsm Geotextile for subsoil drainage system ncludingall necessary coupling fittings for joints back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE It shall be extruded into an open lattice wall structure, with 60of the circumferenceconsisting of open area and a 30 solid area along the invert. The product should satisfy the following parameters as below Ring Stiffness as per ISO 9969: 2016 should be 0.8 kNm2 2. Resistance to Acid with 3 HCl for 24 hrs without massloss, change in colour, softening, cracking or spalling.Resistance to Alkali with 3 KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling Excavated material to be utlised in roadway at sit 200mm dia HDPE pipe | m | 1702.05 | 1702.05 | 40.0 | False | None | None | False | None | False | 68082.0 | 0 |
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