1709558145000 | 0 | None | None | Other Works | Construction of Drain in ward 16,17 and 18 of town panchayath mariyamanahalli limits. | 2963775.08 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2913422 | 95622 | None | MMHD001 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar Volume-2, Item No.- 19.9.2, Page No.- 187 | Cum | 1768.2 | 1768.2 | 50.76 | False | None | None | False | None | False | 89753.832 | 0 | 2913423 | 95622 | None | MMHD002 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Volume-2, Item No.- 19.2.2, Page No.- 187 | Cum | 1080.45 | 1080.45 | 31.92 | False | None | None | False | None | False | 34487.964 | 0 | 2913424 | 95622 | None | MMHD003 | 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.
In all kinds of soils Depth upto 3 m Volume-1, Item No.- 1.14.1, Page No.- 8 | Cum | 107.1 | 107.1 | 399.4 | False | None | None | False | None | False | 42775.74 | 0 | 2913425 | 95622 | None | MMHD004 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m Volume-1, Item No.- 1.17.1, Page No.- 10 | Cum | 275.1 | 275.1 | 132.3 | False | None | None | False | None | False | 36395.73 | 0 | 2913426 | 95622 | None | MMHD005 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Volume-1, Item No.- 2.1.2, Page No.- 15 | Cum | 5947.2 | 5947.2 | 64.3 | False | None | None | False | None | False | 382404.96 | 0 | 2913427 | 95622 | None | MMHD006 | 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. All other type of structures Volume-1, Item No.- 2.11h, Page No.- 18 | t | 82961.55 | 82961.55 | 9.171 | False | None | None | False | None | False | 760840.37505 | 0 | 2913428 | 95622 | None | MMHD007 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-1, Item No.- 2.4.2, Page No.- 16 | Cum | 8962.85 | 8962.85 | 110.6 | False | None | None | False | None | False | 991291.21 | 0 | 2913429 | 95622 | None | MMHD008 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-1, Item No.- 2.4.3, Page No.- 16 | Cum | 7983.36 | 7983.36 | 44.24 | False | None | None | False | None | False | 353183.8464 | 0 | 2913430 | 95622 | None | MMHD009 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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.110 mm nominal dia Pipes Volume-5, Item No.- 10.1.7, Page No.- 113 | m | 431.55 | 431.55 | 400.0 | False | None | None | False | None | False | 172620.0 | 0 | 2913431 | 95622 | None | MMHD010 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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) etc25 mm nominal dia Pipes Volume-5, Item No.- 10.1.1, Page No.- 113 | m | 50.4 | 50.4 | 135.0 | False | None | None | False | None | False | 6804.0 | 0 | 2913432 | 95622 | None | MMHD011 | 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. Volume-1, Item No.- 1.9, Page No.- 7 | Cum | 279.3 | 279.3 | 232.25 | False | None | None | False | None | False | 64867.425 | 0 | 2913433 | 95622 | None | MMHD012 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Volume-3, Item No.- 8.54, Page No.- 78 | No | 9450.0 | 9450.0 | 3.0 | False | None | None | False | None | False | 28350.0 | 0 |
|