| 1724307542000 | 0 | None | None | Other Works | Construction of drainage and installaation of pipes behind Lawns view Apartment Sturuck road at ward no.40 MCC limits | 830805.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3832779 | 146116 | None | code01 | olishing brick work manually/ by mechanical means including stack ing of serviceable material and disposal of unserviceable material to the
appropriate disposal area as per direction of Engineer-in-charge. | Cum | 539.84 | 539.84 | 16.1 | False | None | None | False | None | False | 8691.424 | 0 | | 3832780 | 146116 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 | 293.44 | 293.44 | 138.84 | False | None | None | False | None | False | 40741.2096 | 0 | | 3832781 | 146116 | None | code03 | 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. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 370.72 | 370.72 | 80.11 | False | None | None | False | None | False | 29698.3792 | 0 | | 3832782 | 146116 | None | code04 | 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. complete For: PVC pipes 200mm dia., 6 kg/sqcm & class 3 | Mtr | 1248.8 | 1248.8 | 70.0 | False | None | None | False | None | False | 87416.0 | 0 | | 3832783 | 146116 | 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. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 460.32 | 460.32 | 15.0 | False | None | None | False | None | False | 6904.8 | 0 | | 3832784 | 146116 | None | code06 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion
or approved type Cast-insitu / Pre-cast RCC Machinehole chambers,
constructed using form vibrators of standard type, with barricading,
danger lighting and using of sight rails and boning rods wherever
necessary, shoring and strutting wherever required using Ordinary
Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down
graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raft thickness as in
approved drawings and with an offset in raft alround the chamber as
in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,
including conveying to work spot supply and fixing SFRC Machinehole
cover and frame (Heavy duty) conforming to IS:12592 with latest
amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3
mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.
Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as
detailed in Technical specifications, including stone grit beding wherever
required, watering, curing, engraving Machinehole number with flow
direction on the inner cylindrical surface etc., complete including
cost of reinforcement steel and fabrication charges and also cost and
conveyance of all materials, labour with all lead and lifts. The Pre-cast
RCC Machinehole are for various diamters and depths as stated below
and as per detailed drawings, specifications and direction of the Engineer.
For 1.2m dia Machinehole Constructing Pre-cast RCC Machinehole 1.2 m internal dia. ,2.50M depth
& SFRC cover & frame | No | 78293.6 | 78293.6 | 3.0 | False | None | None | False | None | False | 234880.8 | 0 | | 3832785 | 146116 | None | code07 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion
or approved type Cast-insitu / Pre-cast RCC Machinehole chambers,
constructed using form vibrators of standard type, with barricading,
danger lighting and using of sight rails and boning rods wherever
necessary, shoring and strutting wherever required using Ordinary
Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down
graded jelly, well graded sand and steel of approved quality, 200 mm
thick top concrete slab, having wall thickness and raft thickness as in
approved drawings and with an offset in raft alround the chamber as
in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,
including conveying to work spot supply and fixing SFRC Machinehole
cover and frame (Heavy duty) conforming to IS:12592 with latest
amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3
mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.
Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as
detailed in Technical specifications, including stone grit beding wherever
required, watering, curing, engraving Machinehole number with flow
direction on the inner cylindrical surface etc., complete including
cost of reinforcement steel and fabrication charges and also cost and
conveyance of all materials, labour with all lead and lifts. The Pre-cast
RCC Machinehole are for various diamters and depths as stated below
and as per detailed drawings, specifications and direction of the Engineer.
For 1.2m dia Machinehole Constructing Pre-cast RCC Machinehole 2.00m internal dia. ,3.0M depth
& SFRC cover & frame | No | 68680.64 | 68680.64 | 3.0 | False | None | None | False | None | False | 206041.92 | 0 | | 3832786 | 146116 | None | code08 | Providing rubble and sand filling in layers of 250 to 300 mm including
cost of all materials,machinery, labour, watering, ramming and all other
ancillary operations complete | Cum | 2352.0 | 2352.0 | 14.9 | False | None | None | False | None | False | 35044.8 | 0 | | 3832787 | 146116 | None | code09 | Providing and constructing laterite size stone masonry including cost
and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6 | Cum | 7565.6 | 7565.6 | 16.1 | False | None | None | False | None | False | 121806.16 | 0 | | 3832788 | 146116 | None | code10 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) 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. | Sqm | 340.31 | 340.31 | 70.0 | False | None | None | False | None | False | 23821.7 | 0 | | 3832789 | 146116 | None | code11 | 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 | 179.2 | 179.2 | 180.72 | False | None | None | False | None | False | 32385.024 | 0 | | 3832790 | 146116 | None | code12 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 95.2 | 95.2 | 35.43 | False | None | None | False | None | False | 3372.936 | 0 |
|