1706504637000 | 0 | None | None | Buildings | Construction of 3 TPD Material Recovery Facility (MRF) Primary shed in Landfill Site, TMC, Periyapatna. | 2311455.95 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2319609 | 68560 | None | Vol. No. 01, Page No. 08 Item No.1.12 | 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 appurtenances
required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 29.41 | False | None | None | False | None | False | 3089.8146 | 0 | 2319610 | 68560 | None | Vol. No. 01, Page No. 15 Item No. 2.1.2 | 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 | Cum | 5833.92 | 5833.92 | 28.97 | False | None | None | False | None | False | 169008.6624 | 0 | 2319611 | 68560 | None | Vol. No. 01, Page No. 15&16 Item No. 2.3.2 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 | Cum | 7192.8 | 7192.8 | 7.12 | False | None | None | False | None | False | 51212.736 | 0 | 2319612 | 68560 | None | Vol. No. 01, Page No. 15&16 Item No. 2.3.2 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 | Cum | 11016.0 | 11016.0 | 1.63 | False | None | None | False | None | False | 17956.08 | 0 | 2319613 | 68560 | None | Vol. No. 01, Page No. 15&16 Item No. 2.3.2 PWD SR | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 | Cum | 7192.8 | 7192.8 | 28.62 | False | None | None | False | None | False | 205857.936 | 0 | 2319614 | 68560 | None | Vol. No. 01, Page No. 15 Item No. 2.2.3 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9694.08 | 9694.08 | 4.82 | False | None | None | False | None | False | 46725.4656 | 0 | 2319615 | 68560 | None | Vol. No. 01, Page No. 18 Item No. 2.11.A | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification | Tonne | 92140.71 | 92140.71 | 2.773 | False | None | None | False | None | False | 255506.18883 | 0 | 2319616 | 68560 | None | Vol No. 02 P.No. 09 I.No. 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 16.67 | False | None | None | False | None | False | 109699.7689 | 0 | 2319617 | 68560 | None | Vol. No. 01, Page No. 07 Item No.1.8 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all
lifts and lead, transportation to site, spreading, grading to required slope and
compacting to meet the requirement complete as per specifications, including
cost of labour, rolling, water all materials, usage& all other appurtenances required
to complete the work. | Cum | 488.22 | 488.22 | 128.79 | False | None | None | False | None | False | 62877.8538 | 0 | 2319618 | 68560 | None | Vol. No. 02, Page No. 17 Item No.6.33 | Providing and constructing load bearing wall with Solid Concrete blocks
of size 400x150x200mm 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 | 1267.93 | 1267.93 | 95.67 | False | None | None | False | None | False | 121302.8631 | 0 | 2319619 | 68560 | None | Vol. No. 02, Page No. 41 Item No.8.2.1 | 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 | 303.85 | 303.85 | 187.56 | False | None | None | False | None | False | 56990.106 | 0 | 2319620 | 68560 | None | Vol. No. 02, Page No. 77 Item No.11.2 | Providing and fixing Structural Steel work riveted, bolted or welded in
built up sections, trusses and framed work, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all
complete including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-
Charge. | Kgs | 116.39 | 116.39 | 6130.0 | False | None | None | False | None | False | 713470.7 | 0 | 2319621 | 68560 | None | Vol. No. 02, Page No. 26, Item No. 7.38 | Providing and fixing precoated galvanized iron profile sheets (size, shape
and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+
0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277,
in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet
and polyester top coat 15-18 microns. Sheet should have protective guard
film of 25 microns minimum to avoid scratches during transportation and
should be supplied in single length upto 12 m or as desired by Engineerin-
charge. The sheet shall be fixed using self drilling/self tapping screws of
size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/
vertical or curved surfaces, excluding the cost of purlins, rafters and trusses
and including cutting to size and shape wherever required. | Sqm | 585.04 | 585.04 | 518.21 | False | None | None | False | None | False | 303173.5784 | 0 | 2319622 | 68560 | None | Vol. No. 02, Page No. 50 Item No.8,51 | Providing and applying white cement based putty of average thickness
1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge. | Sqm | 103.0 | 103.0 | 187.56 | False | None | None | False | None | False | 19318.68 | 0 | 2319623 | 68560 | None | Vol. No. 02, Page No.50, Item No.8.54.1 | Wall painting with premium acrylic emulsion paint of interior grade, having
VOC (Volatile Organic Compound ) content less than 50 g/L of approved
brand and manufacture, including applying additional coats wherever
required to achieve even shade and colour. One coat as per specifications
and as per directions of Engineer in charge. | Sqm | 75.19 | 75.19 | 91.08 | False | None | None | False | None | False | 6848.3052 | 0 | 2319624 | 68560 | None | Vol. No. 02, Page No. 53, Item No.8.75.2 | Finishing walls with Premium Acrylic Smooth exterior paint of required
shade : Old work (one coats applied @ 0.83 l/10 m²) including preparing
the surface after thoroughly cleaning the surface to remove all dirt,dust
and foreign matter , cost of materials, labour complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 75.19 | 75.19 | 91.08 | False | None | None | False | None | False | 6848.3052 | 0 | 2319625 | 68560 | None | Vol. No. 02, Page No.78, Item No.11.6.1 | Supplying and fixing rolling shutters of approved make, made of required
size M.S. laths, interlocked together through their entire length and
jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete,
including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength
conforming to IS: 4454 - part 1 and M.S. top cover of required thickness
for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2711.99 | 2711.99 | 9.0 | False | None | None | False | None | False | 24407.91 | 0 | 2319626 | 68560 | None | Vol. No. 02, Page No.79, Item No.11.8.4 | Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for
operating rolling shutters including cost of materials, labour, usage charges
of machinery complete as per specifications and as per directions of the
Engineer-in-Charge. | Each | 25426.58 | 25426.58 | 1.0 | False | None | None | False | None | False | 25426.58 | 0 | 2319627 | 68560 | None | Vol. No. 02, Page No.87 Item No.11.35.1.1 | Providing and fixing aluminum work for doors, windows, ventilators
and partitions with extruded built up standard tubular sections/
appropriate sections and other sections of approved make conforming to
IS: 733 and IS:1285, fixing with dash fasteners of required dia and
size, including necessary filling up the gaps at junctions, i.e. at top,
bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminum sections shall be smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle, Aluminum snap
beading for glazing / paneling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the directions of Engineer-incharge.
(Glazing, paneling and dash fasteners to be paid for separately)
:For Fixed Portion : Anodized aluminum (anodized transparent or dyed
to required shade according to IS: 1868, Minimum anodic coating of grade
AC 15) including cost of materials, labour, usage charges of machinery
complete as per specifications. | Kgs | 465.56 | 465.56 | 240.0 | False | None | None | False | None | False | 111734.4 | 0 |
|