| 1725868585000 | 0 | None | None | Other Works | Construction of Leachete Pond and Pit at SWM Site Huliyar TP Limit | 165306.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3942958 | 152604 | None | code01 | 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
P.No.8, I.No.1.14.1 (PWD SR 2023-24 Vol-1) | Cum | 105.06 | 105.06 | 42.75 | False | None | None | False | None | False | 4491.315 | 0 | | 3942959 | 152604 | None | code02 | 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 i n layers not exceeding 150 mm thickness, well compacted using plate ibrators, 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 20 mm nominal size graded crushed coarse aggregates
P.No.15, I.No.2.1.4 (PWD SR 2023-24 Vol-1) | Cum | 6403.51 | 6403.51 | 0.46 | False | None | None | False | None | False | 2945.6146 | 0 | | 3942960 | 152604 | None | code03 | Providing and laying in position Reinforced cement concrete for all
Foundation works. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine
mixed with super plasticizers laid in finished layers, well compacted
using needle vibrators, including all lead & lifts, cost of all materials,
quality confirming to the requirements of relevant IS codes , labour,
Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. (The cost
of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6475.61 | 6475.61 | 0.62 | False | None | None | False | None | False | 4014.8782 | 0 | | 3942961 | 152604 | None | code04 | Steel Fabrication
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
P.No.18, I.No.2.11(h) (PWD SR 2023-24 Vol-1) | Tonne | 81381.33 | 81381.33 | 0.07 | False | None | None | False | None | False | 5696.6931 | 0 | | 3942962 | 152604 | None | code05 | Providing and constructing load bearing wall with Solid Concrete blocks
of size 400x200x200mm having block density more than 1800kg/m3
and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage
charges of machinery etc complete as per specifications | Sqm | 1349.3 | 1349.3 | 16.0 | False | None | None | False | None | False | 21588.8 | 0 | | 3942963 | 152604 | None | code06 | Providing 12 mm cement plaster finished with a floating coat of neat
cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry 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 | 332.69 | 332.69 | 16.0 | False | None | None | False | None | False | 5323.04 | 0 | | 3942964 | 152604 | None | code07 | Providing and laying water proofing treatment to the Rafts, Below grade
slab, Lift pits, water retaining structures with fully bonded High Density
Polyethlene Membrane (HDPE) of 1.2mm composite thickness and
having tensile strength of Greater than 25 MPa (as per ASTM D 412), elongation
of Greater than500% (as per ASTM D 412), puncture resistance of Greater than1000N (as per
ASTM E 154), peel adhesion to concrete Greater than1200N/m (as per ASTM D 903),
hydrostatic head resistance Greater than70m (as per ASTM D 5385). The system
should be fully bonded to the RCC thereby conforming to IS 16471:2017
requirements of UG waterproofing structures. The membrane should be
minimum 2.4m wide to reduce the number of joints with minimum 75mm
factory made selvedge’s and comprising of an HDPE layer and a pressure
sensitive adhesive layer which is covered by a weather proof protective
and trafficable granular layer to protect self-adhesive polymer layer, etc,
including surface preparation completely as per specification & with a 10
years warranty on product & work from certified manufacturers as per
the direction of the Engineer In charge. | Sqm | 623.15 | 623.15 | 147.0 | False | None | None | False | None | False | 91603.05 | 0 | | 3942965 | 152604 | None | code08 | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for
testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,200mm dia | m | 1482.17 | 1482.17 | 20.0 | False | None | None | False | None | False | 29643.4 | 0 |
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