1727519166000 | 0 | None | None | Buildings | CONSTRUCTION OF OFFICE/GODOWN BUILDING OF SHREE SIDDESHWAR MULTIPERPOSE PRIMERY AGREECULTURE COLLABRATIVE ASSOCIATION NI KERUR IN CHIKKODI TALUKA | 1691524.79 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4101163 | 159787 | None | code01 | Earth work in surface excavation by mechanical means for lowering & levelingthe ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical specifications, includingsetting 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 forreuse 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 as per direction of Engineer in charge. | Sqm | 99.75 | 99.75 | 125.4 | False | None | None | False | None | False | 12508.65 | 0 | 4101164 | 159787 | None | code02 | 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 ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m Complete as per direction of Engineer in charge. | Cum | 107.1 | 107.1 | 41.04 | False | None | None | False | None | False | 4395.384 | 0 | 4101165 | 159787 | None | code03 | 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge. | Cum | 6288.45 | 6288.45 | 6.39 | False | None | None | False | None | False | 40183.1955 | 0 | 4101166 | 159787 | None | code04 | 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 Complete as per direction of Engineer in charge. | Cum | 6652.8 | 6652.8 | 9.72 | False | None | None | False | None | False | 64665.216 | 0 | 4101167 | 159787 | None | code05 | Formwork & Centring Charges @ 8%. Complete as per direction of Engineer in charge. | Cum | 532.22 | 532.22 | 9.72 | False | None | None | False | None | False | 5173.1784 | 0 | 4101168 | 159787 | None | code06 | 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 as per direction of Engineer in charge. | Cum | 6652.8 | 6652.8 | 4.36 | False | None | None | False | None | False | 29006.208 | 0 | 4101169 | 159787 | None | code07 | Formwork & Centring Charges @70% Complete as per direction of Engineer in charge. | Cum | 4656.96 | 4656.96 | 0.81 | False | None | None | False | None | False | 3772.1376 | 0 | 4101170 | 159787 | None | code08 | Formwork & Centring Charges @50% Complete as per direction of Engineer in charge. | Cum | 3326.4 | 3326.4 | 3.55 | False | None | None | False | None | False | 11808.72 | 0 | 4101171 | 159787 | None | code09 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge. | Cum | 7185.15 | 7185.15 | 16.73 | False | None | None | False | None | False | 120207.5595 | 0 | 4101172 | 159787 | None | code10 | Formwork & Centring Charges @70% Complete as per direction of Engineer in charge. | Cum | 5029.6 | 5029.6 | 7.43 | False | None | None | False | None | False | 37369.928 | 0 | 4101173 | 159787 | None | code11 | Formwork & Centring Charges @60% Complete as per direction of Engineer in charge. | Cum | 4311.09 | 4311.09 | 9.3 | False | None | None | False | None | False | 40093.137 | 0 | 4101174 | 159787 | None | code12 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge. | Cum | 7185.15 | 7185.15 | 15.05 | False | None | None | False | None | False | 108136.5075 | 0 | 4101175 | 159787 | None | code13 | Formwork & Centring Charges @50% Complete as per direction of Engineer in charge. | Cum | 3592.57 | 3592.57 | 15.05 | False | None | None | False | None | False | 54068.1785 | 0 | 4101176 | 159787 | None | code14 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Complete as per direction of Engineer in charge. | Cum | 6948.9 | 6948.9 | 11.88 | False | None | None | False | None | False | 82552.932 | 0 | 4101177 | 159787 | None | code15 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (1 cement : 6 coarse sand) Complete as per direction of Engineer in charge. | Cum | 6515.25 | 6515.25 | 14.3 | False | None | None | False | None | False | 93168.075 | 0 | 4101178 | 159787 | None | code16 | 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 1:6 (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. Complete as per direction of Engineer in charge. | Cum | 8367.45 | 8367.45 | 30.66 | False | None | None | False | None | False | 256546.017 | 0 | 4101179 | 159787 | None | code17 | 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. Complete as per direction of Engineer in charge. | Tonne | 93929.85 | 93929.85 | 4.4015 | False | None | None | False | None | False | 413432.234775 | 0 | 4101180 | 159787 | None | code18 | 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 as per direction of Engineer in charge. | Cum | 279.3 | 279.3 | 104.45 | False | None | None | False | None | False | 29172.885 | 0 | 4101181 | 159787 | None | code19 | 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately)Complete as per direction of Engineer in charge. | Cum | 6527.85 | 6527.85 | 10.52 | False | None | None | False | None | False | 68672.982 | 0 | 4101182 | 159787 | None | code20 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 4 fne sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-in-charge. Complete as per direction of Engineer in charge. | Sqm | 292.95 | 292.95 | 226.88 | False | None | None | False | None | False | 66464.496 | 0 | 4101183 | 159787 | None | code21 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) fnished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fne 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 specifcations and as per directions of Engineer-in-charge. Complete as per direction of Engineer in charge. | Sqm | 389.55 | 389.55 | 190.88 | False | None | None | False | None | False | 74357.304 | 0 | 4101184 | 159787 | None | code22 | Providing and fxing M.S. 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 openings / wooden frames with rawl plugs screws etc. Complete as per direction of Engineer in charge. | Kg | 176.4 | 176.4 | 166.32 | False | None | None | False | None | False | 29338.848 | 0 | 4101185 | 159787 | None | code23 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Complete as per direction of Engineer in charge. | Kg | 154.35 | 154.35 | 108.0 | False | None | None | False | None | False | 16669.8 | 0 | 4101186 | 159787 | None | code24 | Providing and fxing precoated galvanised iron profle sheets (size, shapeand pitch of corrugation as approved by Engineer-in-charge) 0.50 mm(+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard flm of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12m or as desired by Engineer-in-charge. The sheet shall be fxed usingself drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required Complete as per direction of Engineer in charge. | Sqm | 596.4 | 596.4 | 5.4 | False | None | None | False | None | False | 3220.56 | 0 | 4101187 | 159787 | None | code25 | 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. Complete as per direction of Engineer in charge. | Sqm | 2764.65 | 2764.65 | 9.6 | False | None | None | False | None | False | 26540.64 | 0 |
|