| 1717138081000 | 0 | None | None | Other Works | Construction of processing shed at Solid waste processing and disposal site in T Narasipura TMC Limit | 3315482.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3209059 | 110419 | None | code01 | KSRB 1.15.1 .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 In ordinary/soft rock without blasting upto 1.5 m depth m3 . page no 8 vol-1 | Cum | 373.89 | 373.89 | 85.5772 | False | None | None | False | None | False | 31996.459308 | 0 | | 3209060 | 110419 | None | code02 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations
and other similar works etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering, lead up to 50 m and lift upto
1.5 m.Page No 7, Item No.1.11 vol 1 | Cum | 445.99 | 445.99 | 186.166 | False | None | None | False | None | False | 83028.17434 | 0 | | 3209061 | 110419 | None | code03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. Page No 7, Item No.1.9 vol-1 | Cum | 273.98 | 273.98 | 5.4155 | False | None | None | False | None | False | 1483.73869 | 0 | | 3209062 | 110419 | None | code04 | KSRB 2-2.1.2: Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately. Specification No. KBS 2.1, (Item No. 2.1.2 Page No. 15 Vol.1 PWD SR) | Cum | 5833.92 | 5833.92 | 11.7922 | False | None | None | False | None | False | 68794.751424 | 0 | | 3209063 | 110419 | None | code05 | KSRB 5-5.1: Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
(Item No. 5.2 Page No. 9 Vol.2 PWD SR) | Cum | 6816.54 | 6816.54 | 30.33 | False | None | None | False | None | False | 206745.6582 | 0 | | 3209064 | 110419 | None | code06 | KSRB 5-5.4: Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) . (Item No. 5.4 Page No. 9 Vol.2 PWD SR) | Cum | 6580.67 | 6580.67 | 17.6602 | False | None | None | False | None | False | 116215.948334 | 0 | | 3209065 | 110419 | None | code07 | KSRB 2-2.1.2: Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately. Specification No. KBS 2.1, (Item No. 2.1.3 Page No. 15 Vol.1 PWD SR) | Cum | 6168.67 | 6168.67 | 47.0 | False | None | None | False | None | False | 289927.49 | 0 | | 3209066 | 110419 | None | code08 | KSRB 2-2.: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.2.2.5 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No. 2.2.5 Page No. 15 Vol.1 PWD SR | Cum | 6693.97 | 6693.97 | 46.98 | False | None | None | False | None | False | 314482.7106 | 0 | | 3209067 | 110419 | None | code09 | KSRB 2-2.3.2: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). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115) | Cum | 8424.0 | 8424.0 | 16.03 | False | None | None | False | None | False | 135036.72 | 0 | | 3209068 | 110419 | None | code10 | KSRB 2-2.2.3.1 :Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No. 2.2.3 Page No. 15 Vol.1 PWD SR & Appendix I page No.115) | Cum | 6842.88 | 6842.88 | 6.448 | False | None | None | False | None | False | 44122.89024 | 0 | | 3209069 | 110419 | None | code11 | KSRB 2.11 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. (Item No. 2.11 Page No. 18 Vol.1 PWD SR) | Tonne | 92140.71 | 92140.71 | 1.8 | False | None | None | False | None | False | 165853.278 | 0 | | 3209070 | 110419 | None | code12 | KSRB 6-6.33: 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. (Item No. 6.33 Page No. 17 Vol.2 PWD SR) | Sqm | 1267.93 | 1267.93 | 125.16 | False | None | None | False | None | False | 158694.1188 | 0 | | 3209071 | 110419 | None | code13 | 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-inCharge. (Item No. 11.2, Page No. 77, Vol.2) | Kg | 116.39 | 116.39 | 11406.37 | False | None | None | False | None | False | 1327587.4043 | 0 | | 3209072 | 110419 | None | code14 | 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-inCharge. (Item No. 11.2, Page No. 77, Vol.2)-Garage door | Nos | 25426.58 | 25426.58 | 2.0 | False | None | None | False | None | False | 50853.16 | 0 | | 3209073 | 110419 | None | code15 | 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. comp10.1.7 PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 411 | Mtr | 423.33 | 423.33 | 50.0 | False | None | None | False | None | False | 21166.5 | 0 | | 3209074 | 110419 | None | code16 | 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. (Item No. 7.38, Page No. 26, Vol.2) | Sqm | 585.04 | 585.04 | 511.92 | False | None | None | False | None | False | 299493.6768 | 0 |
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