| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722698947000 | 0 | None | None | Other Works | Package work 1) Construction of toilet to the Dr B R Ambedkar Bhavan in kalagi town 2)Construction of CC road from Shankar house to motibai house and yuvaraj shop to babu house at ward no.11 karikal tanda in kalagi town | 160387.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3685806 | 135185 | None | 001 | 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
| Cum | 107.1 | 107.1 | 12.315 | False | None | None | False | None | False | 1318.9365 | 0 | | 3685807 | 135185 | None | 002 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates
| Cum | 5947.2 | 5947.2 | 1.39 | False | None | None | False | None | False | 8266.608 | 0 | | 3685808 | 135185 | None | 003 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
| Cum | 6708.45 | 6708.45 | 0.9878 | False | None | None | False | None | False | 6626.60691 | 0 | | 3685809 | 135185 | None | 004 | 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 20mm nominal size graded crushed coarse aggregates
| Cum | 6961.5 | 6961.5 | 0.2392 | False | None | None | False | None | False | 1665.1908 | 0 | | 3685810 | 135185 | None | 005 | Appendix I Additionalities for Formwork, Centering & Scaffolding Beams & Lintels of Building
| Cum | 4176.9 | 4176.9 | 0.2392 | False | None | None | False | None | False | 999.11448 | 0 | | 3685811 | 135185 | None | 006 | 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 20mm nominal size graded crushed coarse aggregates
| Cum | 6961.5 | 6961.5 | 1.5013 | False | None | None | False | None | False | 10451.29995 | 0 | | 3685812 | 135185 | None | 007 | Appendix I Additionalities for Formwork, Centering & ScaffoldingRoof (Straight & Arched)
| Cum | 3480.75 | 3480.75 | 1.5013 | False | None | None | False | None | False | 5225.649975 | 0 | | 3685813 | 135185 | None | 008 | 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. Buildings
| Tonne | 93929.85 | 93929.85 | 0.082 | False | None | None | False | None | False | 7702.2477 | 0 | | 3685814 | 135185 | None | 009 | 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 complete as per the direction of engineer incharge of work.
| Cum | 8621.55 | 8621.55 | 5.8248 | False | None | None | False | None | False | 50218.80444 | 0 | | 3685815 | 135185 | None | 010 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.
| Mtr | 498.75 | 498.75 | 11.0 | False | None | None | False | None | False | 5486.25 | 0 | | 3685816 | 135185 | None | 011 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges do- with one side prelam
| Sqm | 2142.0 | 2142.0 | 2.775 | False | None | None | False | None | False | 5944.05 | 0 | | 3685817 | 135185 | None | 012 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
| Kg | 111.3 | 111.3 | 22.68 | False | None | None | False | None | False | 2524.284 | 0 | | 3685818 | 135185 | None | 013 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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.
| Sqm | 253.05 | 253.05 | 4.5 | False | None | None | False | None | False | 1138.725 | 0 | | 3685819 | 135185 | None | 014 | 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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.
| Sqm | 389.55 | 389.55 | 53.816 | False | None | None | False | None | False | 20964.0228 | 0 | | 3685820 | 135185 | None | 015 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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 complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 93.45 | 93.45 | 32.49 | False | None | None | False | None | False | 3036.1905 | 0 | | 3685821 | 135185 | None | 016 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
| Each | 5128.2 | 5128.2 | 2.0 | False | None | None | False | None | False | 10256.4 | 0 | | 3685822 | 135185 | None | 017 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc
| Each | 6764.1 | 6764.1 | 1.0 | False | None | None | False | None | False | 6764.1 | 0 | | 3685823 | 135185 | None | 018 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3
| Mtr | 431.55 | 431.55 | 6.0 | False | None | None | False | None | False | 2589.3 | 0 | | 3685824 | 135185 | None | 019 | Providing and fixing unplasticised PVC connection pipe with brass
unions :20 mm nominal bore"
| Nos | 115.5 | 115.5 | 21.0 | False | None | None | False | None | False | 2425.5 | 0 | | 3685825 | 135185 | None | 020 | Providing and fixing brss bib cock of approved quality etc.,
| Nos | 320.25 | 320.25 | 3.0 | False | None | None | False | None | False | 960.75 | 0 | | 3685826 | 135185 | None | 021 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore
| Nos | 320.25 | 320.25 | 3.0 | False | None | None | False | None | False | 960.75 | 0 | | 3685827 | 135185 | None | 022 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
| l | 9.45 | 9.45 | 250.0 | False | None | None | False | None | False | 2362.5 | 0 | | 3685828 | 135185 | None | 023 | electrical fitting charges l/s
| No | 2500.0 | 2500.0 | 1.0 | False | None | None | False | None | False | 2500.0 | 0 |
| | 1722698947000 | 0 | None | None | Other Works | 2 Construction of CC road from Shankar house to motibai house and yuvaraj shop to babu house at ward no.11 karikal tanda in kalagi town | 166607.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3685829 | 135186 | None | 001 | 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 1.14.1 In all kinds of soils Depth upto 3 m
| Cum | 107.1 | 107.1 | 34.0313 | False | None | None | False | None | False | 3644.75223 | 0 | | 3685830 | 135186 | None | 002 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
| Cum | 433.65 | 433.65 | 23.8219 | False | None | None | False | None | False | 10330.366935 | 0 | | 3685831 | 135186 | None | 003 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. m3 2,559.00
| Cum | 2686.95 | 2686.95 | 11.3438 | False | None | None | False | None | False | 30480.22341 | 0 | | 3685832 | 135186 | None | 004 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
| Cum | 7178.85 | 7178.85 | 17.0156 | False | None | None | False | None | False | 122152.44006 | 0 |
|
|
|---|