1723184605000 | 0 | None | None | Other Works | Construction of Deck slabs at Various locations in ward no 12 | 420486.3 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3734320 | 138999 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (Vol-1 P.No 5 .NO.1.4.1) | Cum | 254.1 | 254.1 | 44.0 | False | None | None | False | None | False | 11180.4 | 0 | 3734321 | 138999 | None | code02 | Providing and laying in position 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. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No.15 ,Item NO 2.1.2) | Cum | 5833.92 | 5833.92 | 8.3625 | False | None | None | False | None | False | 48786.156 | 0 | 3734322 | 138999 | None | code03 | 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(Vol-01 SR-2023-24 P No.18 I.NO.2.11(h)) | t | 81381.33 | 81381.33 | 1.991 | False | None | None | False | None | False | 162030.22803 | 0 | 3734323 | 138999 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No.15 Item NO-2.2.1) | Cum | 6475.61 | 6475.61 | 23.457 | False | None | None | False | None | False | 151898.38377 | 0 | 3734324 | 138999 | None | code05 | Formwork Centering and Scaffolding | Cum | 2266.46 | 2266.46 | 15.807 | False | None | None | False | None | False | 35825.93322 | 0 | 3734325 | 138999 | None | code06 | 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. (P.No 7.NO. 1.9) VOl-1 | Cum | 279.3 | 279.3 | 3.5999 | False | None | None | False | None | False | 1005.45207 | 0 | 3734326 | 138999 | None | code07 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. VOL-3(SL.NO.3.1 PG NO-17) | Cum | 89.25 | 89.25 | 40.4 | False | None | None | False | None | False | 3605.7 | 0 | 3734327 | 138999 | None | code08 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. COMMN SR-VOL-3 (SL.NO.8.55-C4 PG NO-79) | Nos | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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