tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1706857706000 | 0 | None | None | Bridge cum Barrages | Construction of Barragecum-Bridge across Mullamari River between Ganganpalli-Anwar village in Chincholli Taluka. (BCB) | 81514859.31 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2398758 | 71467 | None | MID01 | 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 in area of light jungle by mechanical means using Dozer ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 4.13 | 4.13 | 22000.0 | False | None | None | False | None | False | 90860.0 | 0 | 2398759 | 71467 | None | MID02 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials with all lead and lifts ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 26.78 | 26.78 | 750.0 | False | None | None | False | None | False | 20085.0 | 0 | 2398760 | 71467 | None | MID03 | Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and all lifts ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 53.03 | 53.03 | 350.0 | False | None | None | False | None | False | 18560.5 | 0 | 2398761 | 71467 | None | MID04 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 Kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour, materials etc., complete with all lead and lifts ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 71.4 | 71.4 | 38400.0 | False | None | None | False | None | False | 2741760.0 | 0 | 2398762 | 71467 | None | MID05 | Filling clayey soil between two rows of sand bags placed for forming ring bund including tamping, plugging leakage points etc., complete with all lead and lifts ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 506.1 | 506.1 | 400.0 | False | None | None | False | None | False | 202440.0 | 0 | 2398763 | 71467 | None | MID06 | Earth work excavation for Foundation by mechanical means in AKS up to 3.00 m depth 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 107.1 | 107.1 | 61957.6 | False | None | None | False | None | False | 6635658.96 | 0 | 2398764 | 71467 | None | MID07 | Earth work excavation for Foundation by mechanical means in AKS up to 3.00 m depth 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 111.45 | 111.45 | 4194.6 | False | None | None | False | None | False | 467488.17 | 0 | 2398765 | 71467 | None | MID08 | Earth work excavation for foundation by mechanical means in in ordinary/ soft rock without blasting from 1.50 to 3.00 m depth 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 472.58 | 472.58 | 1858.38 | False | None | None | False | None | False | 878233.2204 | 0 | 2398766 | 71467 | None | MID09 | Preparing foundation bed for masonry or concrete in rock portion by removing all loose material by wedging/ chiselling and disposing off the same as directed and cleaning the surface with air and water jet including cost of all materials, machinery, labour etc., and axll other anciliary operations complete ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 57.75 | 57.75 | 2345.3 | False | None | None | False | None | False | 135441.075 | 0 | 2398767 | 71467 | None | MID10 | Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete/ masonry of over flow/ non-over flow blocks and other appurtenant works including cost of drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all materials, labour, machinery etc., complete with all lead and lifts. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 1440.5 | 1440.5 | 307.0 | False | None | None | False | None | False | 442233.5 | 0 | 2398768 | 71467 | None | MID11 | Providing and laying in position cement concrete mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6527.85 | 6527.85 | 469.06 | False | None | None | False | None | False | 3061953.321 | 0 | 2398769 | 71467 | None | MID12 | 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6652.8 | 6652.8 | 4475.71 | False | None | None | False | None | False | 29776003.488 | 0 | 2398770 | 71467 | None | MID13 | Providing centering, shuttering, formwork,scaffolding, etc ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 199.58 | 199.58 | 4475.71 | False | None | None | False | None | False | 893262.2018 | 0 | 2398771 | 71467 | None | MID14 | Providing and laying in position cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6652.8 | 6652.8 | 1513.16 | False | None | None | False | None | False | 10066750.848 | 0 | 2398772 | 71467 | None | MID15 | Providing centering, shuttering, formwork, scaffolding, etc ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 665.28 | 665.28 | 1513.16 | False | None | None | False | None | False | 1006675.0848 | 0 | 2398773 | 71467 | None | MID16 | Providing and laying in position cement concrete M25 design mix using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 7185.15 | 7185.15 | 305.51 | False | None | None | False | None | False | 2195135.1765 | 0 | 2398774 | 71467 | None | MID17 | Providing centering, shuttering, formwork, scaffolding, etc ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 1437.03 | 1437.03 | 305.51 | False | None | None | False | None | False | 439027.0353 | 0 | 2398775 | 71467 | None | MID18 | Supplying, fitting and placing TMT FE550/550D steel reinforcement for foundation of bridges including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/ welding joints, tying with binding wire/soft annealed steel wire and other ancillary operations complete as per drawing and technical specification ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 90516.3 | 90516.3 | 105.74 | False | None | None | False | None | False | 9571193.562 | 0 | 2398776 | 71467 | None | MID19 | Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails etc., with all accessories for vertical lift barrage gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all leads and lifts including packaging/ forwarding charges for other components/ materials ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 283395.0 | 283395.0 | 6.109 | False | None | None | False | None | False | 1731260.055 | 0 | 2398777 | 71467 | None | MID20 | Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 169050.0 | 169050.0 | 24.0 | False | None | None | False | None | False | 4057200.0 | 0 | 2398778 | 71467 | None | MID21 | Providing rubble/boulder and sand filling behind abutment and return walls in layers including cost of all materials,labour,watering, ramming and all other ancillary operations complete ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 2317.35 | 2317.35 | 1066.0 | False | None | None | False | None | False | 2470295.1 | 0 | 2398779 | 71467 | None | MID22 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1:4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | m | 353.85 | 353.85 | 380.0 | False | None | None | False | None | False | 134463.0 | 0 | 2398780 | 71467 | None | MID23 | Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c/c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations complete ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Mtr | 2651.25 | 2651.25 | 100.0 | False | None | None | False | None | False | 265125.0 | 0 | 2398781 | 71467 | None | MID24 | 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 497.7 | 497.7 | 7250.0 | False | None | None | False | None | False | 3608325.0 | 0 | 2398782 | 71467 | None | MID25 | Providing and fixing 200 x 200 x 750 mm roughly dressed boundary/ demarcation/ chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with all other ancillary operations complete ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 283.5 | 283.5 | 80.0 | False | None | None | False | None | False | 22680.0 | 0 | 2398783 | 71467 | None | MID26 | Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per Sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing/ wedging stone chips, finishing, and all other ancillary operations complete ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 477.75 | 477.75 | 1200.0 | False | None | None | False | None | False | 573300.0 | 0 | 2398784 | 71467 | None | MID27 | 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 MS angle of size 35x35x3 mm frame with properly cross braced MS angles of size 35mmx35mmx3mm duly painted including two MS 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| 1706857706000 | 0 | None | None | Bridge cum Barrages | Construction of Barrage-cum-Bridge across Mullamari River between Ganganpalli-Anwar village in Chincholli Taluka of Kalaburagi district. (Approach Road) | 1683138.31 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2398785 | 71468 | None | MID28 | Earth work excavation for Foundation by mechanical means in all kinds of soil up to 3.00 m depth 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 and 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 107.1 | 107.1 | 351.0 | False | None | None | False | None | False | 37592.1 | 0 | 2398786 | 71468 | None | MID29 | Providing and laying in position cement concrete mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6527.85 | 6527.85 | 10.8 | False | None | None | False | None | False | 70500.78 | 0 | 2398787 | 71468 | None | MID30 | Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all sub-structures of building,Irrigation works,Substructure 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6639.15 | 6639.15 | 32.4 | False | None | None | False | None | False | 215108.46 | 0 | 2398788 | 71468 | None | MID31 | Providing centering, shuttering, formwork, scaffolding, etc ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 331.96 | 331.96 | 32.4 | False | None | None | False | None | False | 10755.504 | 0 | 2398789 | 71468 | None | MID32 | Supplying, fitting and placing TMT FE550/ 550D steel reinforcement for other type of structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/ welding joints, tying with binding wire/ soft annealed steel wire and other ancillary operations complete as per drawing and technical specification ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 82961.55 | 82961.55 | 2.43 | False | None | None | False | None | False | 201596.5665 | 0 | 2398790 | 71468 | None | MID33 | Providing and laying 750 mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Mtr | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | 2398791 | 71468 | None | MID34 | 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 497.7 | 497.7 | 477.0 | False | None | None | False | None | False | 237402.9 | 0 | 2398792 | 71468 | None | MID35 | Construction of Granular Sub-Base for Grading -V Material 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 2611.35 | 2611.35 | 90.0 | False | None | None | False | None | False | 235021.5 | 0 | 2398793 | 71468 | None | MID36 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The super-plastisiser confirming to IS 9103-1999 Reaffirmed-2008, Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer-in-charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 7112.7 | 7112.7 | 90.0 | False | None | None | False | None | False | 640143.0 | 0 |
| 1706857706000 | 0 | None | None | Bridge cum Barrages | Construction of Barrage-cum-Bridge across Mullamari River between Ganganpalli-Anwar village in Chincholli Taluka of Kalaburagi district. (Store Room) | 856197.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2398794 | 71469 | None | MID37 | Earth work excavation for Foundation by mechanical means in all kinds of soils upto 3 m depth 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 107.1 | 107.1 | 43.54 | False | None | None | False | None | False | 4663.134 | 0 | 2398795 | 71469 | None | MID38 | Providing and laying in position cement concrete mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6288.45 | 6288.45 | 11.49 | False | None | None | False | None | False | 72254.2905 | 0 | 2398796 | 71469 | None | MID39 | Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 2317.35 | 2317.35 | 15.98 | False | None | None | False | None | False | 37031.253 | 0 | 2398797 | 71469 | None | MID40 | Providing random rubble masonry with hard stone in foundation and plinth including leveling 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) ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 5891.55 | 5891.55 | 44.24 | False | None | None | False | None | False | 260642.172 | 0 | 2398798 | 71469 | None | MID41 | Providing and laying in position cement concrete M20 design mix using 20 mm nominal size graded crushed coarse aggregates 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6601.35 | 6601.35 | 8.1 | False | None | None | False | None | False | 53470.935 | 0 | 2398799 | 71469 | None | MID42 | Providing centering, shuttering, formwork, scaffolding, etc for footing @ 3% ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 198.04 | 198.04 | 8.1 | False | None | None | False | None | False | 1604.124 | 0 | 2398800 | 71469 | None | MID43 | Providing brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement: 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 8376.9 | 8376.9 | 11.07 | False | None | None | False | None | False | 92732.283 | 0 | 2398801 | 71469 | None | MID44 | Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all super structures of building, Road works, water works, irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cos00t of all materials, 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6961.5 | 6961.5 | 8.3 | False | None | None | False | None | False | 57780.45 | 0 | 2398802 | 71469 | None | MID45 | Providing centering, shuttering, formwork, scaffolding, etc for column @ 70% ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 4873.05 | 4873.05 | 2.05 | False | None | None | False | None | False | 9989.7525 | 0 | 2398803 | 71469 | None | MID46 | Providing centering, shuttering, formwork, scaffolding, etc for beam & lintel @ 60% ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 4176.9 | 4176.9 | 4.69 | False | None | None | False | None | False | 19589.661 | 0 | 2398804 | 71469 | None | MID47 | Providing centering, shuttering, formwork, scaffolding, etc for slab @ 50% ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 3480.75 | 3480.75 | 5.39 | False | None | None | False | None | False | 18761.2425 | 0 | 2398805 | 71469 | None | MID48 | Providing centering, shuttering, formwork, scaffolding, etc for chajja @ 45% ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 3132.68 | 3132.68 | 0.22 | False | None | None | False | None | False | 689.1896 | 0 | 2398806 | 71469 | None | MID49 | 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 complete, 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. 80x1.25 mm M.S. laths with 1.25 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 2764.65 | 2764.65 | 4.2 | False | None | None | False | None | False | 11611.53 | 0 | 2398807 | 71469 | None | MID50 | Providing and fixing MS 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Kg | 176.4 | 176.4 | 7.56 | False | None | None | False | None | False | 1333.584 | 0 | 2398808 | 71469 | None | MID51 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease,dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 145.95 | 145.95 | 16.16 | False | None | None | False | None | False | 2358.552 | 0 | 2398809 | 71469 | None | MID52 | Supplying, fitting and placing TMT FE550/ 550D steel reinforcement for buildings including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/ welding joints, tying with binding wire/ soft annealed steel wire and other ancillary operations complete as per drawing and technical specification ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 93929.85 | 93929.85 | 1.55 | False | None | None | False | None | False | 145591.2675 | 0 | 2398810 | 71469 | None | MID53 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 267.75 | 267.75 | 63.84 | False | None | None | False | None | False | 17093.16 | 0 | 2398811 | 71469 | None | MID54 | 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 ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 309.75 | 309.75 | 111.84 | False | None | None | False | None | False | 34642.44 | 0 | 2398812 | 71469 | None | MID55 | Providing and laying cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 473.55 | 473.55 | 26.64 | False | None | None | False | None | False | 12615.372 | 0 | 2398813 | 71469 | None | MID56 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 27.3 | 27.3 | 63.84 | False | None | None | False | None | False | 1742.832 | 0 |
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