| 1719409042000 | 0 | None | None | Other Works | Construction of manholes and link to drainages in selected places of Srirampura, Parasaiahnahundi, Mahadevapura, Linbambudi Palya and Ramabainagara in Srirampura TP limits | 847031.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3371756 | 118637 | None | 1.17.1 | 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 | Cum | 269.86 | 269.86 | 214.64 | False | None | None | False | None | False | 57922.7504 | 0 | | 3371757 | 118637 | None | 1.19.1 | Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following
strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 467.62 | 467.62 | 60.0 | False | None | None | False | None | False | 28057.2 | 0 | | 3371758 | 118637 | None | 16.1.3 | Providing, lowering, laying, jointing, testing and commissioning of Glazed
Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127
with latest amendments, including conveying to work site, caulking
with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect
linking and curing for 10 days and testing with water etc. with all lead,
lifts and as per Technical Specifications. The cost to include the cost of
all jointing materials, necessary survey works for laying of sewer lines
etc. complete. The contractor will make own arrangements for procuring
water for testing.-200 mm dia. Pipes | Mtr | 700.4 | 700.4 | 160.0 | False | None | None | False | None | False | 112064.0 | 0 | | 3371759 | 118637 | None | 16.1.4 | Providing, lowering, laying, jointing, testing and commissioning of Glazed
Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127
with latest amendments, including conveying to work site, caulking
with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect
linking and curing for 10 days and testing with water etc. with all lead,
lifts and as per Technical Specifications. The cost to include the cost of
all jointing materials, necessary survey works for laying of sewer lines
etc. complete. The contractor will make own arrangements for procuring
water for testing.- 230 mm dia. Pipes
| Mtr | 908.46 | 908.46 | 40.0 | False | None | None | False | None | False | 36338.4 | 0 | | 3371760 | 118637 | None | 16.15.1a | Providing and constructing ""WIRE CUT BRICK MACHINEHOLE
CHAMBERS"" using Portland/Pozzolana cement, conical in shape at top,
with CC 1:3:6 foundation using 40mm and down size graded metal of
approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of
approved quality, plaster inside and out side with CM 1:3, 12mm thick,
except for the conical surface outside where the plaster thickness shall be
20mm. Slope inside to be 1:6 in the concrete towards central drain and
finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm
and down size. Providing and fixing SFRC Machinehole frame and cover
(Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.
Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)
with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be
fixed 30cms apart and on CC block embeded to masonry wall. The whole
works include watering, curing, barricading, danger lighting, pouring
tar over MH frame and cover, cost of tar, shoring, strutting, de-watering,
engraving Machinehole number with flow direction on the inner conical
surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc. for 1.2mm dia -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
1.0 M depth & SFRC cover & frame
| No | 29918.41 | 29918.41 | 6.0 | False | None | None | False | None | False | 179510.46 | 0 | | 3371761 | 118637 | None | 16.15.1b | Providing and constructing ""WIRE CUT BRICK MACHINEHOLE
CHAMBERS"" using Portland/Pozzolana cement, conical in shape at top,
with CC 1:3:6 foundation using 40mm and down size graded metal of
approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of
approved quality, plaster inside and out side with CM 1:3, 12mm thick,
except for the conical surface outside where the plaster thickness shall be
20mm. Slope inside to be 1:6 in the concrete towards central drain and
finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm
and down size. Providing and fixing SFRC Machinehole frame and cover
(Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.
Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)
with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be
fixed 30cms apart and on CC block embeded to masonry wall. The whole
works include watering, curing, barricading, danger lighting, pouring
tar over MH frame and cover, cost of tar, shoring, strutting, de-watering,
engraving Machinehole number with flow direction on the inner conical
surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc. for 1.2mm dia
-b) Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
1.20 M depth & SFRC cover & frame
| No | 32311.1 | 32311.1 | 5.0 | False | None | None | False | None | False | 161555.5 | 0 | | 3371762 | 118637 | None | 16.15.1 | Providing and constructing ""WIRE CUT BRICK MACHINEHOLE
CHAMBERS"" using Portland/Pozzolana cement, conical in shape at top,
with CC 1:3:6 foundation using 40mm and down size graded metal of
approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of
approved quality, plaster inside and out side with CM 1:3, 12mm thick,
except for the conical surface outside where the plaster thickness shall be
20mm. Slope inside to be 1:6 in the concrete towards central drain and
finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm
and down size. Providing and fixing SFRC Machinehole frame and cover
(Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.
Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)
with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be
fixed 30cms apart and on CC block embeded to masonry wall. The whole
works include watering, curing, barricading, danger lighting, pouring
tar over MH frame and cover, cost of tar, shoring, strutting, de-watering,
engraving Machinehole number with flow direction on the inner conical
surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc. for 1.2mm dia -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.
1.5M depth & SFRC cover & frame | No | 39532.43 | 39532.43 | 5.0 | False | None | None | False | None | False | 197662.15 | 0 | | 3371763 | 118637 | None | 16.15.1 | Providing and constructing ""WIRE CUT BRICK MACHINEHOLE
CHAMBERS"" using Portland/Pozzolana cement, conical in shape at top,
with CC 1:3:6 foundation using 40mm and down size graded metal of
approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of
approved quality, plaster inside and out side with CM 1:3, 12mm thick,
except for the conical surface outside where the plaster thickness shall be
20mm. Slope inside to be 1:6 in the concrete towards central drain and
finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm
and down size. Providing and fixing SFRC Machinehole frame and cover
(Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.
Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)
with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be
fixed 30cms apart and on CC block embeded to masonry wall. The whole
works include watering, curing, barricading, danger lighting, pouring
tar over MH frame and cover, cost of tar, shoring, strutting, de-watering,
engraving Machinehole number with flow direction on the inner conical
surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc. for 1.2mm dia -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
1.80M depth & SFRC cover & frame | No | 46234.64 | 46234.64 | 1.0 | False | None | None | False | None | False | 46234.64 | 0 | | 3371764 | 118637 | None | 1.10 | 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 | Cum | 164.8 | 164.8 | 168.0 | False | None | None | False | None | False | 27686.4 | 0 |
|