1708842602000 | 0 | None | None | Bridge cum Barrages | CONSTRUCTION OF BCB ACROSS LOCAL NALA NEAR TUMAKUR VILLAGE IN WADAGERA TALUKA YADGIR DISTRICT | 22713242.07 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2803986 | 90187 | None | KMI01 | Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto upto 300 mm / parthenium and other weeds including burning ordisposing off the same as directed ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Sqm | 3.15 | 3.15 | 53942.0 | False | None | None | False | None | False | 169917.3 | 0 | 2803987 | 90187 | None | KMI02 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Each | 20.48 | 20.48 | 420.0 | False | None | None | False | None | False | 8601.6 | 0 | 2803988 | 90187 | None | KMI03 | 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 ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Each | 40.95 | 40.95 | 320.0 | False | None | None | False | None | False | 13104.0 | 0 | 2803989 | 90187 | None | KMI04 | 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 lift as per the direction of Engineer in Charge. | Each | 51.45 | 51.45 | 2736.0 | False | None | None | False | None | False | 140767.2 | 0 | 2803990 | 90187 | None | KMI05 | 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 lift as per the direction of Engineer in Charge. | Cum | 276.15 | 276.15 | 171.0 | False | None | None | False | None | False | 47221.65 | 0 | 2803991 | 90187 | None | KMI06 | 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. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 68.25 | 68.25 | 6874.2 | False | None | None | False | None | False | 469164.15 | 0 | 2803992 | 90187 | None | KMI07 | 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 Below LWL ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 79.78 | 79.78 | 4968.63 | False | None | None | False | None | False | 396397.3014 | 0 | 2803993 | 90187 | None | KMI08 | 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 1.5m depth Below LWL. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 297.16 | 297.16 | 315.2 | False | None | None | False | None | False | 93664.832 | 0 | 2803994 | 90187 | None | KMI09 | 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.Depth exceeding 1.5 m, but not exceeding 3 m. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 356.4 | 356.4 | 315.2 | False | None | None | False | None | False | 112337.28 | 0 | 2803995 | 90187 | None | KMI10 | Preparing foundation bed for masonry or concrete by removing all loose material by wedging / chiselling and disposing off the same asdirected and cleaning the surface with air and water jet including cost of all materials, machinery, labour ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Sqm | 47.25 | 47.25 | 437.78 | False | None | None | False | None | False | 20685.105 | 0 | 2803996 | 90187 | None | KMI11 | 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 inconcrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod etc., complete with all lead and all lifts. Below LWL. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Each | 1400.35 | 1400.35 | 81.0 | False | None | None | False | None | False | 113428.35 | 0 | 2803997 | 90187 | None | KMI12 | Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Tonne | 84311.85 | 84311.85 | 55.21 | False | None | None | False | None | False | 4654857.2385 | 0 | 2803998 | 90187 | None | KMI13 | 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 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 6014.4 | 6014.4 | 152.89 | False | None | None | False | None | False | 919541.616 | 0 | 2803999 | 90187 | None | KMI14 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 6277.95 | 6277.95 | 1105.52 | False | None | None | False | None | False | 6940399.284 | 0 | 2804000 | 90187 | None | KMI15 | Providing Centering, shuttering, formwork,scaffolding ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 188.34 | 188.34 | 1105.52 | False | None | None | False | None | False | 208213.6368 | 0 | 2804001 | 90187 | None | KMI16 | 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)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 6291.6 | 6291.6 | 319.3 | False | None | None | False | None | False | 2008907.88 | 0 | 2804002 | 90187 | None | KMI17 | Providing Centering, shuttering, formwork,scaffolding ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 629.16 | 629.16 | 319.3 | False | None | None | False | None | False | 200890.788 | 0 | 2804003 | 90187 | None | KMI18 | Providing and laying in position Reinforced cement concrete 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 6495.3 | 6495.3 | 97.94 | False | None | None | False | None | False | 636149.682 | 0 | 2804004 | 90187 | None | KMI19 | Providing Centering, shuttering ,formwork,scaffolding ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 1299.06 | 1299.06 | 66.69 | False | None | None | False | None | False | 86634.3114 | 0 | 2804005 | 90187 | None | KMI20 | Providing and forming expansion joint for spillway bridge consisting of 2.20. 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 etc., conplete with all lead the thickness of wearing coat, painting ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | m | 2617.65 | 2617.65 | 40.0 | False | None | None | False | None | False | 104706.0 | 0 | 2804006 | 90187 | None | KMI21 | Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 2208.15 | 2208.15 | 369.2 | False | None | None | False | None | False | 815248.98 | 0 | 2804007 | 90187 | None | KMI22 | 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 ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | m | 324.48 | 324.48 | 26.0 | False | None | None | False | None | False | 8436.48 | 0 | 2804008 | 90187 | None | KMI23 | Providing and constructing 300mm 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 ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Sqm | 438.9 | 438.9 | 4000.0 | False | None | None | False | None | False | 1755600.0 | 0 | 2804009 | 90187 | None | KMI24 | 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 lead and all lifts including packing / forwarding charges for other components / materials. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Tonne | 280035.0 | 280035.0 | 1.72 | False | None | None | False | None | False | 481660.2 | 0 | 2804010 | 90187 | None | KMI25 | 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 etc., 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 etc.,complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | t | 171255.0 | 171255.0 | 6.33 | False | None | None | False | None | False | 1084044.15 | 0 | 2804011 | 90187 | None | KMI26 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Each | 679.35 | 679.35 | 46.0 | False | None | None | False | None | False | 31250.1 | 0 | 2804012 | 90187 | None | KMI27 | Providing casing embankment using approved semi-pervious soil borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 494.55 | 494.55 | 870.0 | False | None | None | False | None | False | 430258.5 | 0 | 2804013 | 90187 | None | KMI28 | 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 ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 76.65 | 76.65 | 45.49 | False | None | None | False | None | False | 3486.8085 | 0 | 2804014 | 90187 | None | KMI29 | 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 40 mm nominal size graded crushed coarse aggregates. ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 5831.7 | 5831.7 | 15.29 | False | None | None | False | None | False | 89166.693 | 0 | 2804015 | 90187 | None | KMI30 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 5619.6 | 5619.6 | 34.95 | False | None | None | False | None | False | 196405.02 | 0 | 2804016 | 90187 | None | KMI31 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 6240.15 | 6240.15 | 4.36 | False | None | None | False | None | False | 27207.054 | 0 | 2804017 | 90187 | None | KMI32 | Formwork centering at 3% ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 187.2 | 187.2 | 4.36 | False | None | None | False | None | False | 816.192 | 0 | 2804018 | 90187 | None | KMI33 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 7295.4 | 7295.4 | 9.63 | False | None | None | False | None | False | 70254.702 | 0 | 2804019 | 90187 | None | KMI34 | Providing and laying in position Reinforced cement concrete 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 6491.1 | 6491.1 | 12.85 | False | None | None | False | None | False | 83410.635 | 0 | 2804020 | 90187 | None | KMI35 | Formwork for column at 70% ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 4543.77 | 4543.77 | 1.37 | False | None | None | False | None | False | 6224.9649 | 0 | 2804021 | 90187 | None | KMI36 | Formwork for Beam and Lintel at 60% ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 3894.66 | 3894.66 | 4.69 | False | None | None | False | None | False | 18265.9554 | 0 | 2804022 | 90187 | None | KMI37 | Formwork for Slab at 50% ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Cum | 3245.55 | 3245.55 | 4.09 | False | None | None | False | None | False | 13274.2995 | 0 | 2804023 | 90187 | None | KMI38 | 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 ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Sqm | 223.65 | 223.65 | 198.22 | False | None | None | False | None | False | 44331.903 | 0 | 2804024 | 90187 | None | KMI39 | 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 ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Sqm | 2635.5 | 2635.5 | 4.2 | False | None | None | False | None | False | 11069.1 | 0 | 2804025 | 90187 | None | KMI40 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Sqm | 19.95 | 19.95 | 198.22 | False | None | None | False | None | False | 3954.489 | 0 | 2804026 | 90187 | None | KMI41 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 Sqm) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Sqm | 69.3 | 69.3 | 198.22 | False | None | None | False | None | False | 13736.646 | 0 | 2804027 | 90187 | None | KMI42 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Kg | 126.0 | 126.0 | 250.0 | False | None | None | False | None | False | 31500.0 | 0 | 2804028 | 90187 | None | KMI43 | Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | Kg | 92.4 | 92.4 | 1500.0 | False | None | None | False | None | False | 138600.0 | 0 | 2804029 | 90187 | None | KMI44 | 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 ---- etc., complete with all lead and lift as per the direction of Engineer in Charge. | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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