1725095864000 | 0 | None | None | Other Works | Construction of cistern tank in garden behind Hemmaraddy Kalayan Mantapa of Ward No. 08 of the Badami City. | 185620.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3893474 | 149774 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 m 242.00 [P- 5/I-1.4.1//Vol-1/2023-24] | Cum | 249.26 | 249.26 | 19.62 | False | None | None | False | None | False | 4890.4812 | 0 | 3893475 | 149774 | None | code02 | Providing and laying Stone Boulders filling 300mm. [P- A-40/SI.no-80/Vol-I/2023-24] | Cum | 687.01 | 687.01 | 1.76 | False | None | None | False | None | False | 1209.1376 | 0 | 3893476 | 149774 | None | code03 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [P- 15/I-2.1.3/Vol-I/2023-24] | Cum | 6168.67 | 6168.67 | 3.09 | False | None | None | False | None | False | 19061.1903 | 0 | 3893477 | 149774 | None | code04 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) [P- 9/I-5.2//Vol-II/2023-24] | Cum | 6816.54 | 6816.54 | 10.03 | False | None | None | False | None | False | 68369.8962 | 0 | 3893478 | 149774 | None | code05 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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. [P- 13/I-6.5/Vol-II/2023-24] | Cum | 11306.31 | 11306.31 | 2.92 | False | None | None | False | None | False | 33014.4252 | 0 | 3893479 | 149774 | None | code06 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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. [P- 41/I-8.3.1/Vol-II/2023-24] | Sqm | 364.62 | 364.62 | 75.6 | False | None | None | False | None | False | 27565.272 | 0 | 3893480 | 149774 | None | code07 | Providing and laying in position Cement Concrete of M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 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. [P-15/I-2.2.1/Vol-I/2023-24] Addendum I Percentage Additionalities for Formwork, Centering and Scaffolding RCC Roof Slabs 50 [P-112/SI.NO-15/VOL-I/2023-24] | Cum | 9713.42 | 9713.42 | 0.88 | False | None | None | False | None | False | 8547.8096 | 0 | 3893481 | 149774 | None | code08 | 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.Tentative Percentage of Reinforcement required for Structures 8 Roof slab 0.8 to 2.00 a. Buildings [P-18/I-2.11/a/Vol-I/2023-24] | Tonne | 92140.71 | 92140.71 | 0.08 | False | None | None | False | None | False | 7371.2568 | 0 | 3893482 | 149774 | None | code09 | Providing 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. complete For: PVC pipes 32mm dia., 10 kg/sqcm & class 5 (PWD CSR 2023-24, Vol-V, P-113, I-10.1.2) | Mtr | 69.0 | 69.0 | 30.0 | False | None | None | False | None | False | 2070.0 | 0 | 3893483 | 149774 | None | code10 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete. 10.8.2 32mm dia PVC couplers (P-116/I-10.8.2/Vol-V/2023-24) | Each | 16.5 | 16.5 | 10.0 | False | None | None | False | None | False | 165.0 | 0 | 3893484 | 149774 | None | code11 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC Elbows (P-117/I-10.9.2/Vol-V/2023-24) | Each | 21.16 | 21.16 | 10.0 | False | None | None | False | None | False | 211.6 | 0 | 3893485 | 149774 | None | code12 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC Tee (P-117/I-10.10.2/Vol-V/2023-24) | Each | 33.0 | 33.0 | 4.0 | False | None | None | False | None | False | 132.0 | 0 | 3893486 | 149774 | None | code13 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC SERVICE SADDLES (P-118/I-10.12.2/Vol-V/2023-24) | Each | 68.0 | 68.0 | 1.0 | False | None | None | False | None | False | 68.0 | 0 | 3893487 | 149774 | None | code14 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications [P- 7/I-1.10/Vol-I/2023-24] | Cum | 164.8 | 164.8 | 10.8 | False | None | None | False | None | False | 1779.84 | 0 | 3893488 | 149774 | None | code15 | Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. For 25 mm dia GI hexagonal nipple (P-132/I-11.14.3/Vol-V/2023-24) | Each | 132.9 | 132.9 | 10.0 | False | None | None | False | None | False | 1329.0 | 0 | 3893489 | 149774 | None | code16 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. [P- 45/I-8.25/Vol-II/2023-24] | Sqm | 141.11 | 141.11 | 69.7 | False | None | None | False | None | False | 9835.367 | 0 |
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