| 1710414130000 | 0 | None | None | Other Works | Formation of Industrial Layout Including Formation of 24M, 18M & 15M Wide Road, Including Asphalting, Construction of RCC Side Drains, Utility Duct and HDPE Water Supply Pipeline at Aliyabad Industrial Area, 3rd Phase, Vijayapura District (Package-2). | 335984101.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3071198 | 104740 | None | code01 | ROADS:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of light jungle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 487.0 | 487.0 | 803.0 | False | None | None | False | None | False | 391061.0 | 0 | | 3071199 | 104740 | None | code02 | 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 all kinds of soils Depth upto 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.0 | 126.0 | 22904.0 | False | None | None | False | None | False | 2885904.0 | 0 | | 3071200 | 104740 | None | code03 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 450.0 | 450.0 | 18323.0 | False | None | None | False | None | False | 8245350.0 | 0 | | 3071201 | 104740 | None | code04 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard Rock (requiring blasting), Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 772.0 | 772.0 | 4581.0 | False | None | None | False | None | False | 3536532.0 | 0 | | 3071202 | 104740 | None | code05 | Loosening, leveling and Compacting original ground supporting embankment 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 130.0 | 130.0 | 10046.0 | False | None | None | False | None | False | 1305980.0 | 0 | | 3071203 | 104740 | None | code06 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 147.0 | 147.0 | 9656.0 | False | None | None | False | None | False | 1419432.0 | 0 | | 3071204 | 104740 | None | code07 | 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 appurtenaces required to complete the work complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 587.0 | 587.0 | 978.0 | False | None | None | False | None | False | 574086.0 | 0 | | 3071205 | 104740 | None | code08 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 611.0 | 611.0 | 27059.0 | False | None | None | False | None | False | 16533049.0 | 0 | | 3071206 | 104740 | None | code09 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -V Material complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3081.0 | 3081.0 | 12549.0 | False | None | None | False | None | False | 38663469.0 | 0 | | 3071207 | 104740 | None | code10 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3171.0 | 3171.0 | 13074.0 | False | None | None | False | None | False | 41457654.0 | 0 | | 3071208 | 104740 | None | code11 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 51.0 | 51.0 | 49828.0 | False | None | None | False | None | False | 2541228.0 | 0 | | 3071209 | 104740 | None | code12 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 15.0 | 15.0 | 49828.0 | False | None | None | False | None | False | 747420.0 | 0 | | 3071210 | 104740 | None | code13 | Providing and laying Dense Graded Bituminous Macadam Grading - II for traffic Lesser than 20 MSA with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 11600.0 | 11600.0 | 3737.0 | False | None | None | False | None | False | 43349200.0 | 0 | | 3071211 | 104740 | None | code14 | Providing and laying Bituminous Concrete Grading II for traffic lesser than 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 13462.0 | 13462.0 | 1993.0 | False | None | None | False | None | False | 26829766.0 | 0 | | 3071212 | 104740 | None | code15 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.. 90 cm equilateral triangle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 5883.0 | 5883.0 | 17.0 | False | None | None | False | None | False | 100011.0 | 0 | | 3071213 | 104740 | None | code16 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Direction and Place Identification Signs upto 0.9 m2 Size Board complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 11163.0 | 11163.0 | 10.0 | False | None | None | False | None | False | 111630.0 | 0 | | 3071214 | 104740 | None | code17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 657.0 | 657.0 | 2847.0 | False | None | None | False | None | False | 1870479.0 | 0 | | 3071215 | 104740 | None | code18 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 450 mm dia complete with all lead and lift etc, as per specification complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 2915.0 | 2915.0 | 1712.0 | False | None | None | False | None | False | 4990480.0 | 0 | | 3071216 | 104740 | None | code19 | Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 455.0 | 455.0 | 350.0 | False | None | None | False | None | False | 159250.0 | 0 | | 3071217 | 104740 | None | code20 | Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 300.0 | 300.0 | 2608.0 | False | None | None | False | None | False | 782400.0 | 0 | | 3071218 | 104740 | None | code21 | Painting Two Coats on New Concrete Surfaces
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 135.0 | 135.0 | 952.0 | False | None | None | False | None | False | 128520.0 | 0 | | 3071219 | 104740 | None | code22 | Road Boundary & Boundary stone:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including settingout, 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 complete the work. In all kinds of soils complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.0 | 126.0 | 74.0 | False | None | None | False | None | False | 9324.0 | 0 | | 3071220 | 104740 | None | code23 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7420.0 | 7420.0 | 66.0 | False | None | None | False | None | False | 489720.0 | 0 | | 3071221 | 104740 | None | code24 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 927.0 | 927.0 | 393.0 | False | None | None | False | None | False | 364311.0 | 0 | | 3071222 | 104740 | None | code25 | Printing New Letter and Figures of any Shade
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
English and Roman complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 1.0 | 1.0 | 47160.0 | False | None | None | False | None | False | 47160.0 | 0 | | 3071223 | 104740 | None | code26 | Marking of road boundary, plat boundry and outer boundry of industrial layout using total station Equipment including mobilization of necessary men and machinary complete as per the instruction of Engineers in charge complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Per Day | 16520.0 | 16520.0 | 7.0 | False | None | None | False | None | False | 115640.0 | 0 | | 3071224 | 104740 | None | code27 | RCC 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. In all kinds of soils Depth upto 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.0 | 126.0 | 11537.0 | False | None | None | False | None | False | 1453662.0 | 0 | | 3071225 | 104740 | None | code28 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 450.0 | 450.0 | 9230.0 | False | None | None | False | None | False | 4153500.0 | 0 | | 3071226 | 104740 | None | code29 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard Rock (requiring blasting), Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 772.0 | 772.0 | 1615.0 | False | None | None | False | None | False | 1246780.0 | 0 | | 3071227 | 104740 | None | code30 | 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 depthnot exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumpsand other deleterious matter including dressing of excavated surfaces, disposingoff 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 118.0 | 118.0 | 692.0 | False | None | None | False | None | False | 81656.0 | 0 | | 3071228 | 104740 | None | code31 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7420.0 | 7420.0 | 2308.0 | False | None | None | False | None | False | 17125360.0 | 0 | | 3071229 | 104740 | None | code32 | Providing and laying in position 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 10598.0 | 10598.0 | 5407.0 | False | None | None | False | None | False | 57303386.0 | 0 | | 3071230 | 104740 | None | code33 | Providing and laying in position 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 10598.0 | 10598.0 | 169.0 | False | None | None | False | None | False | 1791062.0 | 0 | | 3071231 | 104740 | None | code34 | 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. All other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97895.0 | 97895.0 | 335.0 | False | None | None | False | None | False | 32794825.0 | 0 | | 3071232 | 104740 | None | code35 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 296.0 | 296.0 | 1163.0 | False | None | None | False | None | False | 344248.0 | 0 | | 3071233 | 104740 | None | code36 | 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. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 330.0 | 330.0 | 5437.0 | False | None | None | False | None | False | 1794210.0 | 0 | | 3071234 | 104740 | None | code37 | Inspection Chamber: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 all kinds of soils Depth upto 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.0 | 126.0 | 1954.0 | False | None | None | False | None | False | 246204.0 | 0 | | 3071235 | 104740 | None | code38 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 450.0 | 450.0 | 1563.0 | False | None | None | False | None | False | 703350.0 | 0 | | 3071236 | 104740 | None | code39 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard Rock (requiring blasting), Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 772.0 | 772.0 | 274.0 | False | None | None | False | None | False | 211528.0 | 0 | | 3071237 | 104740 | None | code40 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 118.0 | 118.0 | 117.0 | False | None | None | False | None | False | 13806.0 | 0 | | 3071238 | 104740 | None | code41 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7420.0 | 7420.0 | 265.0 | False | None | None | False | None | False | 1966300.0 | 0 | | 3071239 | 104740 | None | code42 | Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8226.0 | 8226.0 | 447.0 | False | None | None | False | None | False | 3677022.0 | 0 | | 3071240 | 104740 | None | code43 | 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. All other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97895.0 | 97895.0 | 27.0 | False | None | None | False | None | False | 2643165.0 | 0 | | 3071241 | 104740 | None | code44 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 330.0 | 330.0 | 1232.0 | False | None | None | False | None | False | 406560.0 | 0 | | 3071242 | 104740 | None | code45 | HDPE:Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 325.0 | 325.0 | 1592.0 | False | None | None | False | None | False | 517400.0 | 0 | | 3071243 | 104740 | None | code46 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 563.0 | 563.0 | 1273.0 | False | None | None | False | None | False | 716699.0 | 0 | | 3071244 | 104740 | None | code47 | Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 1256.0 | 1256.0 | 318.0 | False | None | None | False | None | False | 399408.0 | 0 | | 3071245 | 104740 | None | code48 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: M -Sand complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 2007.0 | 2007.0 | 925.0 | False | None | None | False | None | False | 1856475.0 | 0 | | 3071246 | 104740 | None | code49 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. HDPE Grade PE100-PN10.0, 200mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Rmtr | 2820.0 | 2820.0 | 1304.0 | False | None | None | False | None | False | 3677280.0 | 0 | | 3071247 | 104740 | None | code50 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. HDPE Grade PE100-PN10.0, 110mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Rmtr | 896.0 | 896.0 | 1508.0 | False | None | None | False | None | False | 1351168.0 | 0 | | 3071248 | 104740 | None | code51 | Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.For PN 10.0 etc. complete complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 34929.0 | 34929.0 | 3.0 | False | None | None | False | None | False | 104787.0 | 0 | | 3071249 | 104740 | None | code52 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-16 Code-B073C-Scour valve-100 mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Nos | 15433.0 | 15433.0 | 10.0 | False | None | None | False | None | False | 154330.0 | 0 | | 3071250 | 104740 | None | code53 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-16 Code-B073E- Sluice valve-300 mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Nos | 87280.0 | 87280.0 | 2.0 | False | None | None | False | None | False | 174560.0 | 0 | | 3071251 | 104740 | None | code54 | 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. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 330.0 | 330.0 | 2313.0 | False | None | None | False | None | False | 763290.0 | 0 | | 3071252 | 104740 | None | code55 | Valve Chambers: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 all kinds of soils Depth upto 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.0 | 126.0 | 35.0 | False | None | None | False | None | False | 4410.0 | 0 | | 3071253 | 104740 | None | code56 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 450.0 | 450.0 | 28.0 | False | None | None | False | None | False | 12600.0 | 0 | | 3071254 | 104740 | None | code57 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 686.0 | 686.0 | 7.0 | False | None | None | False | None | False | 4802.0 | 0 | | 3071255 | 104740 | None | code58 | 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 aggregatesPWD Common SoR for Engineering Departments - 2023-24 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7420.0 | 7420.0 | 9.0 | False | None | None | False | None | False | 66780.0 | 0 | | 3071256 | 104740 | None | code59 | Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8226.0 | 8226.0 | 27.0 | False | None | None | False | None | False | 222102.0 | 0 | | 3071257 | 104740 | None | code60 | 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. All other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97895.0 | 97895.0 | 1.0 | False | None | None | False | None | False | 97895.0 | 0 | | 3071258 | 104740 | None | code61 | 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. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 330.0 | 330.0 | 11.0 | False | None | None | False | None | False | 3630.0 | 0 | | 3071259 | 104740 | None | code62 | Specials for Water Supply works complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | LS | 250805.0 | 250805.0 | 1.0 | False | None | None | False | None | False | 250805.0 | 0 |
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