| 1723876142000 | 0 | None | None | Roads | construction of Rcc Road Shinappa Deshapande house to Veerabhadreshwar temple | 334917.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3794108 | 143747 | None | code01 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (PWD SR 2024-25, V-3, Ino.3.5, page no.17) | Sqm | 6.18 | 6.18 | 252.0 | False | None | None | False | None | False | 1557.36 | 0 | | 3794109 | 143747 | None | code02 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 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. The
cost includes all lead & lifts, cost of all materials, 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 (PWD SR 2024-25, V-1, Ino.2.5.2, page no.16) | Cum | 7048.29 | 7048.29 | 37.8 | False | None | None | False | None | False | 266425.362 | 0 | | 3794110 | 143747 | None | code04 | 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 (PWD SR 2024-25, V-1, Ino.3.6, page no.17) | Cum | 507.79 | 507.79 | 11.34 | False | None | None | False | None | False | 5758.3386 | 0 | | 3794111 | 143747 | None | code05 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, 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 surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work (PWD SR 2024-25, V-1, Ino.1.6, page no.6) | Cum | 498.52 | 498.52 | 40.5 | False | None | None | False | None | False | 20190.06 | 0 | | 3794112 | 143747 | None | code05 | 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. com PVC pipes 90mm dia., 6 kg 6 kg/sqcm & class 3(PWD SR 2024-25, V-4, Ino.10.1.6, page no.113) | m | 302.82 | 302.82 | 100.0 | False | None | None | False | None | False | 30282.0 | 0 | | 3794113 | 143747 | None | code025 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete (PWD SR 2024-25, V-4, Ino.2.23.2, page no.22) | Cum | 10704.79 | 10704.79 | 1.0 | False | None | None | False | None | False | 10704.79 | 0 |
|