| 1725003819000 | 0 | None | None | Other Works | CONSTRUCTION OF PROCESSING SHED AT SY.NO 45 OF YELDUR VILLAGE IN SRINIVASPURA TMC. | 3511559.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3884370 | 149223 | None | Code 1 | 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.2.5 (ii) By Mechanical Means using DozerB In area of thorny jungle ha (V-3,/P.No.9/I-2.5 | 100 Sqm | 498.52 | 498.52 | 4.8 | False | None | None | False | None | False | 2392.896 | 0 | | 3884371 | 149223 | None | Code 2 | 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(V-1,/P.No.8 /I-1.14.1) | Cum | 105.06 | 105.06 | 62.3 | False | None | None | False | None | False | 6545.238 | 0 | | 3884372 | 149223 | None | Code 3 | 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(V-1,/P.No.8 /I-1.15.1) In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 373.89 | 373.89 | 41.54 | False | None | None | False | None | False | 15531.3906 | 0 | | 3884373 | 149223 | None | Code 4 | Providing and laying in position plain cement concrete for levelling courseforallworksinfoundation. The granite/trap/basalt crushed gradedcoarseaggregates andfineaggregates asperrelevantIS 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 otherappurtenancesrequired to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.3 Mix1:3:6(M10)Using40mmnominalsizegradedcrushedcoarse aggregates (PWD SR VOL-2 P.No. 15/I-2.1.3) | Cum | 6168.67 | 6168.67 | 9.73 | False | None | None | False | None | False | 60021.1591 | 0 | | 3884374 | 149223 | None | Code 5 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand (V-2,/P.No.9 I-5.4) | Cum | 6580.67 | 6580.67 | 44.19 | False | None | None | False | None | False | 290799.8073 | 0 | | 3884375 | 149223 | None | Code 6 | Providing and laying in position cement concrete forall Sub structures of building, Irrigation works, Sub structure works of bridges,Drain works & other parallel works from 0.50 m to 3.50m height. Thegranite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laidinlayers, wellcompactedusingneedle vibrators, providing weepholes wherever necesary, including all lead & lifts, cost of all material sofquality, 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) 2.4.2 M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates (V-1,/P.No.16/17I-2.4.2)FOOTING CONCRETE . | Cum | 7033.71 | 7033.71 | 6.78 | False | None | None | False | None | False | 47688.5538 | 0 | | 3884376 | 149223 | None | Code 7 | Providing and laying in position cement concrete forall Sub structures of building, Irrigation works, Sub structure works of bridges,Drain works & other parallel works from 0.50 m to 3.50m height. Thegranite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laidinlayers, wellcompactedusingneedle vibrators, providing weepholes wherever necesary, including all lead & lifts, cost of all material sofquality, 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) 2.4.2 M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates (V-1,/P.No.16/17I-2.4.2) | Cum | 9769.04 | 9769.04 | 10.97 | False | None | None | False | None | False | 107166.3688 | 0 | | 3884377 | 149223 | None | Code 8 | 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (V-1,/P.No.17 I-2.5.1) | Cum | 11609.13 | 11609.13 | 16.99 | False | None | None | False | None | False | 197239.1187 | 0 | | 3884378 | 149223 | None | Code 9 | Steel Fabrication
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. ( .P.No.18/Vol-1/2.11) | Tonne | 92140.71 | 92140.71 | 3.91 | False | None | None | False | None | False | 360270.1761 | 0 | | 3884379 | 149223 | None | Code 10 | Filling available excavated earth (excluding rock) in trenches, plinth, side sof foundation sand other similar works etc. in layers not exceeding 20cm in depth, consolidating each depo site dlayer by rammingand watering, lead up to 50 m and lift upto 1.5 m (V-1,/P.No.7 I-1.9) | Cum | 273.98 | 273.98 | 86.09 | False | None | None | False | None | False | 23586.9382 | 0 | | 3884380 | 149223 | None | Code 11 | 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(V-3,/P.No.26, I-4.17) | Cum | 2635.77 | 2635.77 | 73.73 | False | None | None | False | None | False | 194335.3221 | 0 | | 3884381 | 149223 | None | Code 12 | 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.
PWD SR-2021-22 - Vol. 3 - Page No. 148 - Item No. 16.28 | Cum | 6956.62 | 6956.62 | 74.4 | False | None | None | False | None | False | 517572.528 | 0 | | 3884382 | 149223 | None | Code 13 | 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. (V-2,/P.No.82, I-11.16.2) | Kgs | 151.41 | 151.41 | 8000.0 | False | None | None | False | None | False | 1211280.0 | 0 | | 3884383 | 149223 | None | Code 14 | curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets
complete as per design drawings (up to 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 as per the direction of Engineer in charge.0.63 mm thick with zinc coating not less than 275 g/ m² (V-2,/P.No.21, I-7.1.1) | Sqm | 905.37 | 905.37 | 527.0 | False | None | None | False | None | False | 477129.99 | 0 |
|