| 1710502927000 | 0 | None | None | Other Works | Replacement of pipeline and Construction of Concrete 2 chamber nayarkere NGO colony 2nd cross road in Kinnimulki ward | 570444.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3094299 | 106372 | None | code01 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the 1 appropriate disposal area as per direction of Engineer-in-charge | Cum | 1862.56 | 1862.56 | 10.44 | False | None | None | False | None | False | 19445.1264 | 0 | | 3094300 | 106372 | None | code02 | Earth work in surface excavation by mechanical means for lowering & levelingthe ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumpsand other deleterious matter including dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth forreuse 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.In all kinds of soils upto 300 mm depth | Cum | 405.44 | 405.44 | 371.81 | False | None | None | False | None | False | 150746.6464 | 0 | | 3094301 | 106372 | None | code03 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013
with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of
elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing
the pipes 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. forPipes of SN8 Self Fit - 200mm dia. | Mtr | 996.8 | 996.8 | 58.0 | False | None | None | False | None | False | 57814.4 | 0 | | 3094302 | 106372 | None | code04 | 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. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Pg 15, Item No. 2.1.3 Vol I PWDSR 2023-24) | Cum | 6707.68 | 6707.68 | 2.05 | False | None | None | False | None | False | 13750.744 | 0 | | 3094303 | 106372 | None | code05 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 Sl. No.3.7, 406 P.No. 16/CSR 2021-22 VOL-3 | Tonne | 96804.96 | 96804.96 | 0.584 | False | None | None | False | None | False | 56534.09664 | 0 | | 3094304 | 106372 | None | code06 | Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & 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 ( Page no 16, item no2.3.1 , UNI SR 2023-24) | Cum | 12038.99 | 12038.99 | 6.77 | False | None | None | False | None | False | 81503.9623 | 0 | | 3094305 | 106372 | None | code07 | Supplying and fixing SFRC frame and cover conforming to IS 12592 (partI)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete (/CSR 2023-24 Item no. 16.23.2 of page no. 196) vol-v , Heavy Duty | No | 2871.68 | 2871.68 | 2.0 | False | None | None | False | None | False | 5743.36 | 0 | | 3094306 | 106372 | None | code08 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Sl. No.4.17, 406 P.No. 31/CSR 2023-24 VOL-3 | Cum | 2866.08 | 2866.08 | 52.2 | False | None | None | False | None | False | 149609.376 | 0 | | 3094307 | 106372 | None | code09 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Sl. No.1.10 P.No. 7/CSR 2021-22 vol-1 | Cum | 134.2 | 134.2 | 217.5 | False | None | None | False | None | False | 29188.5 | 0 | | 3094308 | 106372 | None | code10 | Constructing brick masonry chamber of internal dimension 600x600mm
and depth of 600mm (inner dimensions) with modular bricks of CD 75
in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering
12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing
CI cover & frame etc. excluding the cost of CI frame and cover | Each | 6108.48 | 6108.48 | 1.0 | False | None | None | False | None | False | 6108.48 | 0 |
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