| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707996733000 | 0 | None | None | Buildings | 1 Construction of Kitchen waste Treatment Plant in Boys and Girls Hospital in KoIMS in Madikeri, Kodagu District. (Civil Works) (Slice-1) | 991262.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2605541 | 81377 | None | pg no 187 vol 2 item no 19.2.1 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2197.82 | 2197.82 | 7.88 | False | None | None | False | None | False | 17318.8216 | 0 | | 2605542 | 81377 | None | pg no 189 vol 2 item no 19.22.1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge. For thickness of tiles 10 mm to 25 mm | Sqm | 63.44 | 63.44 | 9.0 | False | None | None | False | None | False | 570.96 | 0 | | 2605543 | 81377 | None | pg no 15 vol 1 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 | 8373.66 | 8373.66 | 21.72 | False | None | None | False | None | False | 181875.8952 | 0 | | 2605544 | 81377 | None | pg no 5 vol 1 item no 1.4 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 319.83 | 319.83 | 18.6 | False | None | None | False | None | False | 5948.838 | 0 | | 2605545 | 81377 | None | pg no 15 vol 1 item no 2.1.5 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 8135.77 | 8135.77 | 2.1 | False | None | None | False | None | False | 17085.117 | 0 | | 2605546 | 81377 | None | pg no 17 vol 2 item no 6.32 | 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 | 1731.3 | 1731.3 | 27.8 | False | None | None | False | None | False | 48130.14 | 0 | | 2605547 | 81377 | None | vol 01, P No 14, INo 2.1.6 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8250.75 | 8250.75 | 3.6 | False | None | None | False | None | False | 29702.7 | 0 | | 2605548 | 81377 | None | vol 02, P No 125, INo 13.50.10 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 150 mm nominal dia Pipes (PWD Common sr 2023-24 ) | m | 2105.31 | 2105.31 | 18.0 | False | None | None | False | None | False | 37895.58 | 0 | | 2605549 | 81377 | None | vol 02, P No 128, INo 13.64.1 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75mm nominal dia pipes | m | 381.94 | 381.94 | 18.0 | False | None | None | False | None | False | 6874.92 | 0 | | 2605550 | 81377 | None | vol 02, P No 40, INo 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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 | 467.85 | 467.85 | 150.0 | False | None | None | False | None | False | 70177.5 | 0 | | 2605551 | 81377 | None | vol 02, P No 124, INo 13.41 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
* 100 mm inlet and 100 mm outlet
* Hubless centrifugally cast (spun) iron epoxy coated inside & outside
as per IS:15905 | Each | 1839.67 | 1839.67 | 3.0 | False | None | None | False | None | False | 5519.01 | 0 | | 2605552 | 81377 | None | vol 02, P No 123, INo 13.38 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: | Each | 3346.29 | 3346.29 | 4.0 | False | None | None | False | None | False | 13385.16 | 0 | | 2605553 | 81377 | None | V-1 P-5 I-1.4.2 | Earth work excavation by manual means for drains,canals and similar
works in all kinds of soils , as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, removal
of stumps and other deleterious matter, excavated surface leveled
and sides neatly dressed disposing off the excavated stuff or sorting
& stacking the selected stuff for reuse in a radius of 50 m and lift
upto 1.5 m including cost of labour, tools & other appurtenaces required
to complete the work. | Cum | 342.29 | 342.29 | 150.0 | False | None | None | False | None | False | 51343.5 | 0 | | 2605554 | 81377 | None | V-1 P-15 I-2.1.3 | 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. (PWD Common SR 2023-24 | Cum | 7915.06 | 7915.06 | 4.75 | False | None | None | False | None | False | 37596.535 | 0 | | 2605555 | 81377 | None | V-1 P16 I-2.5.2 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Including formwork | Cum | 10852.45 | 10852.45 | 4.75 | False | None | None | False | None | False | 51549.1375 | 0 | | 2605556 | 81377 | None | V-1 P-18 I-2.11A | 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 (PWD Common SR 2023-24 | Tonne | 118226.37 | 118226.37 | 0.95 | False | None | None | False | None | False | 112315.0515 | 0 | | 2605557 | 81377 | None | V-2 P-9 I-5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD Common SR 2023-24 | Cum | 8443.7 | 8443.7 | 36.0 | False | None | None | False | None | False | 303973.2 | 0 |
| | 1707996733000 | 0 | None | None | Buildings | 2 Providing and re-setting of roof damages due to Heavy Rain in A.B.C sheds to Kodagu Institute of Medical Science in Madikeri, Kodagu District. (Civil works) (Slice-2) | 997321.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2605558 | 81378 | None | V-2 P-26 I-7.38 | Providing and fixing precoated galvanised 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 | 750.67 | 750.67 | 80.0 | False | None | None | False | None | False | 60053.6 | 0 | | 2605559 | 81378 | None | I-12.13.1 P-39 ELE SR | Supplying and fixing/replacement of heating element for
Geyser/Boiler. 2kW Capacity | Nos | 1237.82 | 1237.82 | 75.0 | False | None | None | False | None | False | 92836.5 | 0 | | 2605560 | 81378 | None | V-39 I-12.14 ELE SR | Supplying and fixing/replacement of pressure relief valve suitable
for Geyser. | Nos | 731.6 | 731.6 | 75.0 | False | None | None | False | None | False | 54870.0 | 0 | | 2605561 | 81378 | None | P-6 I-3.14.11 | Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board.16A Two Way Switch | Nos | 172.28 | 172.28 | 100.0 | False | None | None | False | None | False | 17228.0 | 0 | | 2605562 | 81378 | None | V-2 P-86 I-11.34A | Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to steel windows by welding | Kgs | 222.03 | 222.03 | 522.24 | False | None | None | False | None | False | 115952.9472 | 0 | | 2605563 | 81378 | None | V-2 P-85 I-11.30.1 | Providing & fixing glass panes with putty and glazing clips in steel
doors, windows, clerestory windows, all complete with : 4.0 mm thick
glass panes including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-
Charge. | Sqm | 1205.3 | 1205.3 | 196.0 | False | None | None | False | None | False | 236238.8 | 0 | | 2605564 | 81378 | None | V-2 P-105 I-12.57.2 | Providing and fixing flush door shutter made out of solid core block board
type, well seasoned , chemicaly treated hard wood battens and internal
frame with minimum 45 mm wide wooden frame alround door shutters
covered with cross bonded wooden sheets (core veneer) hot pressed and
fastened on both sides of the door useing liquid phenol formaldehyde
resin as per IS specifications 2202 (part-I) 1991. from manufacturer
complete as per spcification.30 mm thick one side teak and one side commercial | Sqm | 4616.35 | 4616.35 | 27.72 | False | None | None | False | None | False | 127965.222 | 0 | | 2605565 | 81378 | None | V-2 P-104 I-12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with
a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam
sheet metered cut at corners & jointed 2 No.s of 150mm long brackets
of 15x15mm M.S Square tube, the entire door frame to be reinforced with
19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the
wall using M.S. Screws of 65/80mm size complete as per manufacturers
specification & direction of Engineer-in-charge. | m | 420.27 | 420.27 | 49.5 | False | None | None | False | None | False | 20803.365 | 0 | | 2605566 | 81378 | None | V-2 P-112 I-12.97.1 | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic
(FRP) panelled door shutter of required colour and approved brand and
manufacture, made with fire - retardant grade unsaturated polyester resin,
moulded to 3 mm thick FRP laminate for forming hollow rails and styles,
with wooden frame and suitable blocks of seasoned wood inside at required
places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate
for panels conforming to IS: 14856, including fixing to frames. | Sqm | 4234.41 | 4234.41 | 15.75 | False | None | None | False | None | False | 66691.9575 | 0 | | 2605567 | 81378 | None | V-2 P-61 I-9.15 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar
1:4 (1cement: 4 coarse sand), with joints not exceeding 5 mm, including
filling the gaps with ordinary cement mixture & mixing with synthetic
polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40,
cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing
fibre @ 125 g per 50 kg of cement in cement mortar, including providing
and mixing water proofing material in mortar @ 1 kg per 50 kg of cement,
all complete as per direction of Engineer-in-charge. | Sqm | 897.37 | 897.37 | 23.04 | False | None | None | False | None | False | 20675.4048 | 0 | | 2605568 | 81378 | None | V-2 P-153 I-15.18 | Providing and grouting with single component Polyurethane Foam
injection grout at dripping leakage locations, grout mixed at ratio of 10:1
(10 parts of Resin: 1 part accelerator) at the rate of 0.40kg/nozzle which
will foam after reaction with water/ moisture, cream time less than 20 seconds,
rise time less than 30 seconds, foam expansion more than 30 times. It has a mixed
viscosity of less than 350 cP as per ASTM D 2196. Allow the PU foam grout to cure for 5 -10 mins. Providing and grouting with two component Polyurethane
based nonfoam injection grout mixed at ratio of 2:1 (2 parts of Base: 1
part Hardener) which will injected through same nozzle at the rate of
0.30kg/nozzel which gives Adhesion strength greater than 2.5 MPa, Adhesion in wet
concrete greater than 1.5MPa, Elongation greater than 80%. It has a mixed viscosity of less than 350 cP as
per ASTM D 2196. The finished cost to include surface preparation, fixing
of non-return valve injection packers at dripping leakage locations and
damp patch locations, seal the nozzles with polyester resin anchor grout
Instant leak plug 0.2kg/nozzle. All the application procedure shall be as
per the direction of the Engineer In charge. | No | 2628.66 | 2628.66 | 70.0 | False | None | None | False | None | False | 184006.2 | 0 |
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