| 1707734349000 | 0 | None | None | Roads | PACKAGE TDR DMF01 1.Constrcution of CC Road and Drain from Main road to Govt School at V Nagalapura village in Sandur Taluk of Ballari Dist 2.Construction of CC Road and Drain to Main Road at Kodihalli village in Sandur Village in Ballari Dist 3.Construction of CC Road and Drain from Main road to join road of 2nd Ward in Schedule Tribe Colony at Yeshwanathnagar Village in Sandur Taluk of Ballari Dist | 5857452.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2555037 | 78468 | None | code1 | Constrcution of CC Road and Drain from Main road to Govt School at V Nagalapura village in Sandur Taluk of Ballari Dist CC Drain 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 | Cum | 76.65 | 76.65 | 101.25 | False | None | None | False | None | False | 7760.8125 | 0 | | 2555038 | 78468 | None | code2 | 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. (The cost of steel reinforcement & formwork shall be paid separately) - Mix 1:3:6 (M10) Using 40mm nominal size graded crushed coarse aggregates. | Cum | 5720.4 | 5720.4 | 10.69 | False | None | None | False | None | False | 61151.076 | 0 | | 2555039 | 78468 | None | Code3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, confirming to the requirements of relevant IS codes, 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) M20 | Cum | 8241.35 | 8241.35 | 31.01 | False | None | None | False | None | False | 255564.2635 | 0 | | 2555040 | 78468 | None | code4 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kgs | 94.5 | 94.5 | 1240.5 | False | None | None | False | None | False | 117227.25 | 0 | | 2555041 | 78468 | None | code5 | 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. | Cum | 214.2 | 214.2 | 2.25 | False | None | None | False | None | False | 481.95 | 0 | | 2555042 | 78468 | None | code6 | CC Road Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 upto 300 mm depth | Cum | 68.25 | 68.25 | 255.0 | False | None | None | False | None | False | 17403.75 | 0 | | 2555043 | 78468 | None | code7 | Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density
as given in Table 300-2 for embankment construction. | Cum | 91.35 | 91.35 | 127.5 | False | None | None | False | None | False | 11647.125 | 0 | | 2555044 | 78468 | None | code8 | Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of table No. 300-2 | Cum | 433.65 | 433.65 | 153.42 | False | None | None | False | None | False | 66530.583 | 0 | | 2555045 | 78468 | None | code9 | Construction of Granular Sub-Base of required by providing well graded mix, spreading in uniform layerswith motor grader on prepared surface and compacting with smooth roller to achieve the desired density, completes per clause 401. For Grading -III Material | Cum | 1309.35 | 1309.35 | 85.0 | False | None | None | False | None | False | 111294.75 | 0 | | 2555046 | 78468 | None | code10 | Providing, laying, spreading and compacting stone aggregates
of specific sizes to water bound macadam specification
including spreading in uniform thickness, hand packing, rolling
with 3 wheeled steel/ vibratory roller in stages to proper grade
and camber, applying and brooming requisite type of screening/
binding Materials to fill up the interstices of coarse aggregate,
watering and compacting to the required density. Using Screening Type B (11.2mm agg) | Cum | 2644.95 | 2644.95 | 63.75 | False | None | None | False | None | False | 168615.5625 | 0 | | 2555047 | 78468 | None | code11 | Providing and constructing un-reinforced plain cement concrete
pavement, thickness as per design, over a prepared sub base,
with 43 grade cement or any other type as per Clause 1501.2.2
M30 (Grade), coarse and fine aggregates conforming to IS:383,
maximum size of coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixedside formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwor kas per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer,sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as
per the directions of the Engineer-in-charge of the work. | Cum | 6654.9 | 6654.9 | 127.5 | False | None | None | False | None | False | 848499.75 | 0 | | 2555048 | 78468 | None | code12 | Providing and fixing board displaying information, such
as 'Name of work, Tender cost, Name of Contractor, Work
completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild
steel sheet painted with one coat of Zinc chromate stoving
primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols
etc. with approved colour shade paint complete, on M.S.angle
of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two
M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m
long painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete
block of size 60 cm x 60 cm x 75 cm including, excavation,
refilling, transportation, and labour etc complete. Spec. No. As
directed by Engineer in Charge & MoRTH specification 804 | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 2555049 | 78468 | None | CODE01 | Construction of CC Road and Drain to Main Road at Kodihalli village in Sandur Village in Ballari Dist. Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 | 195.3 | 195.3 | 147.68 | False | None | None | False | None | False | 28841.904 | 0 | | 2555050 | 78468 | None | CODE02 | 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5036.85 | 5036.85 | 18.25 | False | None | None | False | None | False | 91922.5125 | 0 | | 2555051 | 78468 | None | CODE03 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, confirming to the requirements of relevant IS codes, 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8241.35 | 8241.35 | 45.44 | False | None | None | False | None | False | 374486.944 | 0 | | 2555052 | 78468 | None | CODE04 | Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. | Tonne | 89996.55 | 89996.55 | 1.59 | False | None | None | False | None | False | 143094.5145 | 0 | | 2555053 | 78468 | None | CODE05 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6104.7 | 6104.7 | 95.85 | False | None | None | False | None | False | 585135.495 | 0 | | 2555054 | 78468 | None | CODE06 | Construction of Subgrade and Earthen Shoulders 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 | 433.65 | 433.65 | 52.256 | False | None | None | False | None | False | 22660.8144 | 0 | | 2555055 | 78468 | None | CODE07 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | Nos | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 2555056 | 78468 | None | code01 | Construction of CC Road and Drain from Main road to join road of 2nd Ward in Schedule Tribe Colony at Yeshwanathnagar Village in Sandur Taluk of Ballari Dist Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 | 195.3 | 195.3 | 278.1 | False | None | None | False | None | False | 54312.93 | 0 | | 2555057 | 78468 | None | code02 | Construction of Subgrade and Earthen Shoulders 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 | 433.65 | 433.65 | 135.0 | False | None | None | False | None | False | 58542.75 | 0 | | 2555058 | 78468 | None | code03 | Construction of Granular Sub-Base by Mix in Place Method
by providing well graded Gravel, spreading in uniform
layers with motor grader on prepared surface, mixing by
mix in place method with rotavator at OMC, and compacting
with smooth wheel roller to achieve the desired density,
complete as per Technical Specification. Grading III | Cum | 1309.35 | 1309.35 | 45.0 | False | None | None | False | None | False | 58920.75 | 0 | | 2555059 | 78468 | None | code04 | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2513.7 | 2513.7 | 45.0 | False | None | None | False | None | False | 113116.5 | 0 | | 2555060 | 78468 | None | code05 | 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5036.85 | 5036.85 | 34.2 | False | None | None | False | None | False | 172260.27 | 0 | | 2555061 | 78468 | None | code06 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, confirming to the requirements of relevant IS codes, 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8241.35 | 8241.35 | 104.29 | False | None | None | False | None | False | 859490.3915 | 0 | | 2555062 | 78468 | None | code07 | Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. | Tonne | 89996.55 | 89996.55 | 3.65 | False | None | None | False | None | False | 328487.4075 | 0 | | 2555063 | 78468 | None | code08 | Construction of Subgrade and Earthen Shoulders 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 | 433.65 | 433.65 | 35.1 | False | None | None | False | None | False | 15221.115 | 0 | | 2555064 | 78468 | None | code09 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6297.9 | 6297.9 | 199.5 | False | None | None | False | None | False | 1256431.05 | 0 | | 2555065 | 78468 | None | code10 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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