1725023235000 | 0 | None | None | Other Works | Extension construction MRF shed Alevoor in Udupi CMC limit | 2367923.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3890178 | 149514 | None | code01 | Demolishing stone rubble masonry manually/ by mechanical means
including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge In cement mortar | Cum | 1886.08 | 1886.08 | 2.3 | False | None | None | False | None | False | 4337.984 | 0 | 3890179 | 149514 | None | code02 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.PWD SR 2023-24 Vol 2 I.No 19.2.1 P.No 187 | Cum | 1862.56 | 1862.56 | 0.4 | False | None | None | False | None | False | 745.024 | 0 | 3890180 | 149514 | None | code03 | Demolishing 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.In cement mortar | Cum | 1152.48 | 1152.48 | 3.17 | False | None | None | False | None | False | 3653.3616 | 0 | 3890181 | 149514 | None | code04 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth PWD SR 2023-24 Vol 1, I.No 1.5.1, P.No 5 | Cum | 334.88 | 334.88 | 21.09 | False | None | None | False | None | False | 7062.6192 | 0 | 3890182 | 149514 | None | code05 | 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 requiredto complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregatesPWD SR 2023-24 Vol 1, , I.No 2.1.1, P.No 15 | Cum | 6963.04 | 6963.04 | 3.39 | False | None | None | False | None | False | 23604.7056 | 0 | 3890183 | 149514 | None | code06 | 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 aggregatesPWD SR 2023-24 Vol 1, , I.No 2.2.3, P.No 15 | Cum | 7451.14 | 7451.14 | 4.56 | False | None | None | False | None | False | 33977.1984 | 0 | 3890184 | 149514 | None | code07 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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.Foundations of BridgesPWD SR 2023-24 Vol 1 I.No 2.11.b, P.No 18 | Tonne | 96550.72 | 96550.72 | 0.1301 | False | None | None | False | None | False | 12561.248672 | 0 | 3890185 | 149514 | None | code08 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with :Cement mortar 1:6 (1 cement : 6 coarse sand)PWD SR 2023-24 Vol 2 I.No 5.1.1, P.No 9 | Cum | 6284.32 | 6284.32 | 9.58 | False | None | None | False | None | False | 60203.7856 | 0 | 3890186 | 149514 | None | code09 | 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 specificationsPWD SR 2023-24 S.No. 6.33, Page No.17,Volume-2. | Sqm | 1378.72 | 1378.72 | 139.1 | False | None | None | False | None | False | 191779.952 | 0 | 3890187 | 149514 | 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.PWD SR 2023-24 Vol Sl.No 8.2.1, Page No.42, Volume-2. | Sqm | 330.4 | 330.4 | 278.2 | False | None | None | False | None | False | 91917.28 | 0 | 3890188 | 149514 | None | code11 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sl.No 11.16.2, Page No.81, Volume-2.PWD SR 2023-24 Sl.No 11.16.2, Page No.81, Volume-2. | Kg | 164.64 | 164.64 | 8247.23 | False | None | None | False | None | False | 1357823.9472 | 0 | 3890189 | 149514 | None | code12 | Providing and fixing Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer using structural steel etc. as required. In
stringers, treads, landings etc. of stair cases, including use of chequered
plate wherever required, all complete including cost of materials, labour,
usage charges of machinery complete as per specifications and as per
directions of the Engineer-in-Charge.PWD SR 2023-24 Sl.No 11.25.1, Page No.83, Volume-2. | Cum | 164.64 | 164.64 | 483.71 | False | None | None | False | None | False | 79638.0144 | 0 | 3890190 | 149514 | None | code13 | 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 grams per 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 Engineer-in-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. | Cum | 622.72 | 622.72 | 551.47 | False | None | None | False | None | False | 343411.3984 | 0 | 3890191 | 149514 | None | code14 | Providing and fixing G.I. chain link fabric fencing of required width in mesh
size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with
2 mm dia wire or nuts, bolts and washers as required complete as per the
direction of Engineer-in-charge. | Cum | 893.0 | 893.0 | 107.25 | False | None | None | False | None | False | 95774.25 | 0 | 3890192 | 149514 | None | code15 | 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 com plete, 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. 80x1.20 mm M.S. laths with 1.20
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. | Cum | 2381.0 | 2381.0 | 22.1 | False | None | None | False | None | False | 52620.1 | 0 | 3890193 | 149514 | None | code16 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 552.16 | 552.16 | 15.96 | False | None | None | False | None | False | 8812.4736 | 0 |
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