| 1724507487000 | 1 | None | None | Other Works | CONSTRUCTION OF COMPOUND WALL TO BURIAL GROUND AT THATTEKERE AT CHANNAPATNA CMC LIMITS | 642974.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3852295 | 147219 | None | code01 | 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. (PWD SR Vol.3, 2023-24, Item no. 2.4, Page No.9) | Sqm | 404.79 | 404.79 | 6.2 | False | None | None | False | None | False | 2509.698 | 0 | | 3852296 | 147219 | None | code02 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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.. (PWD SR Vol.1, 2023-24, Item no. 1.4, Page No.5) | Cum | 249.26 | 249.26 | 62.0 | False | None | None | False | None | False | 15454.12 | 0 | | 3852297 | 147219 | None | code03 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR Vol 3, 2023-24, Item no. 3.1, Page No.15) | Cum | 87.55 | 87.55 | 62.0 | False | None | None | False | None | False | 5428.1 | 0 | | 3852298 | 147219 | None | code04 | 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 otherappurtenances 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 gradedcrushed coarse aggregates (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15) | Cum | 5833.92 | 5833.92 | 9.29 | False | None | None | False | None | False | 54197.1168 | 0 | | 3852299 | 147219 | None | code05 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (I. No 5.4, P. No-9, Vol-2 of PWD Common SR 2023-24) | Cum | 6580.67 | 6580.67 | 33.48 | False | None | None | False | None | False | 220320.8316 | 0 | | 3852300 | 147219 | None | code06 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications..M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I. No 2.3.1, P. No-16, Vol-1 of PWD Common SR 2023-24) | Cum | 6828.83 | 6828.83 | 5.611 | False | None | None | False | None | False | 38316.56513 | 0 | | 3852301 | 147219 | None | code07 | 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. (Item No. 6.33 Page No. 17 Vol.2 PWD SR) | Sqm | 1267.93 | 1267.93 | 124.05 | False | None | None | False | None | False | 157286.7165 | 0 | | 3852302 | 147219 | None | code08 | 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 (I. No 8.8, P. No-42, Vol-2 of PWD Common SR 2023-24) | Sqm | 382.13 | 382.13 | 259.57 | False | None | None | False | None | False | 99189.4841 | 0 | | 3852303 | 147219 | None | code09 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using pirmer as per manufactures specifications: Two coats applied on walls @1.25L/10sqm over and including one coat of special primer applied @0.75L/10sqm with paint of approved quality 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 (The gloss should be 50% @ 60 degree angle with 10 years life) (I.no:8.33.1, Pg.no:46, Vol-2) | Sqm | 162.74 | 162.74 | 218.85 | False | None | None | False | None | False | 35615.649 | 0 | | 3852304 | 147219 | None | code10 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (I. No 8.19.1, P. No-44, Vol-2 of PWD Common SR 2023-24) | Sqm | 262.65 | 262.65 | 55.8 | False | None | None | False | None | False | 14655.87 | 0 |
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