| 1726214561000 | 0 | None | None | Roads | Construction of C.C Road and Drain from Kanapanayakanahlli main road to Venkataraju house and B Block of SC Colony in Dodderi hobli Madhugiri taluk | 1015843.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3998570 | 154740 | None | Volume-1, PWD SR 2023-24, P-08, I-1.12 | Earthwork in Surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils and up to 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 surface. dispossing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in radius of 50m and lift up to 1.5m including cost of all labour, tools, usage of machinery & other appurtenances required to complete the work. add lead & Lift charges as directed by the engineer in charge of the work Volume-1, PWD SR 2023-24, P-08, I-1.12 | Cum | 95.0 | 95.0 | 110.0 | False | None | None | False | None | False | 10450.0 | 0 | | 3998571 | 154740 | None | Vol-1 Common SR 2023-24 Page no: 8 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 add lead & Lift charges as directed by the engineer in charge of the work ( Vol-1, Common SR Page no: 8 I No.1.14.1 FOR THE YEAR 2023-24) | Cum | 102.0 | 102.0 | 77.35 | False | None | None | False | None | False | 7889.7 | 0 | | 3998572 | 154740 | None | Vol-3 PWD Roads & Bridges SR Page no:26 I No.4.17 | Wet mix macadam (Plant mix method) Providing, laying, spreading, and compacting graded stone aggregates 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 uniform layers with paver/grader in subbase/ base cource on well prepared surface and compacting with vibratory roller to achive the desired density with all lead and lifts including cost and conveyance of all materials, labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. add lead & Lift charges as directed by the engineer in charge of the work Vol-3, PWD Roads & Bridges SR Page no:26 I No.4.17, FOR YHE YEAR 2023-24 | Cum | 2559.0 | 2559.0 | 48.0 | False | None | None | False | None | False | 122832.0 | 0 | | 3998573 | 154740 | None | Volume-3 Roads & Bridges SR 2023-24 P-149, I-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:383:2016:, 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. add lead & Lift charges as directed by the engineer in charge of the work PWD Volume-3 Roads & Bridges SR 2023-24 P-149, I-16.28 | Cum | 6754.0 | 6754.0 | 72.0 | False | None | None | False | None | False | 486288.0 | 0 | | 3998574 | 154740 | None | PWD COMMON SR 2023-24, Vol-1,P-15, Item No 2.1.3 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. add lead & Lift charges as directed by the engineer in charge of the work PWD COMMON SR 2023-24, P-15, Item No 2.1.3, Volume-1 | Cum | 5989.0 | 5989.0 | 11.9 | False | None | None | False | None | False | 71269.1 | 0 | | 3998575 | 154740 | None | PWD COMMON SR 2023-24,Vol-1, P-16, I-2.4.2 | Providing and laying in position 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 necessary, 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. add lead & Lift charges as directed by the engineer in charge of the work (PWD COMMON SR 2023-24, P-16, I-2.4.2) a)FOR DRAIN BED | Cum | 6639.15 | 6639.15 | 9.1 | False | None | None | False | None | False | 60416.265 | 0 | | 3998576 | 154740 | None | PWD COMMON SR 2023-24,Vol-1 P-16, I-2.4.2 | Providing and laying in position 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 necessary, 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.add lead & Lift charges as directed by the engineer in charge of the work (PWD COMMON SR 2023-24, P-16, I-2.4.2)
B) FOR SIDE WALLS | Cum | 8536.05 | 8536.05 | 16.8 | False | None | None | False | None | False | 143405.64 | 0 | | 3998577 | 154740 | None | PWD COMMON SR 2023-24,Vol-1 P-16, I-2.4.2 | Providing and laying in position 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 necessary, 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.add lead & Lift charges as directed by the engineer in charge of the work (PWD COMMON SR 2023-24, P-16, I-2.4.2)
C) FOR DECK SLAB | Cum | 6639.15 | 6639.15 | 1.56 | False | None | None | False | None | False | 10357.074 | 0 | | 3998578 | 154740 | None | PWD COMMON SR 2023-24, Vol-1 P-18,SL 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 add lead & Lift charges as directed by the engineer in charge of the work Volume-1, PWD COMMON SR 2023-24, P-18,SL No.2.11(h) | Tonne | 79011.0 | 79011.0 | 1.15 | False | None | None | False | None | False | 90862.65 | 0 | | 3998579 | 154740 | None | Volume-3 Roads & Bridges SR 2023-24, P-17, IN-3.60 | 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.300-2 add lead & Lift charges as directed by the engineer in charge of the work Volume-3, Roads & Bridges SR 2023-24, P-17, I-No: 3.60 | Cum | 493.0 | 493.0 | 12.6 | False | None | None | False | None | False | 6211.8 | 0 | | 3998580 | 154740 | None | Volume-3 Roads & Bridges SR 2023-24, P-79, I-8.55 | Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. Volume-3, PWD Roads & Bridges SR 2023-24, P-79, I-No: 8.55 | No | 5861.0 | 5861.0 | 1.0 | False | None | None | False | None | False | 5861.0 | 0 |
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