| 1723822216000 | 1 | None | None | Other Works | Construction of road from muncipale garden to ameer sea food at ward no.15. Construction of road from khalvadekar to delip naik house at ward no.16. Construction of road from three temple to ratnakar house and Construction of cc drain from subray naik wada to anganwadi at ward no. 28. | 2300977.94 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3793034 | 143625 | None | PWD SR pg 29 SL no 1.4.1 vol-1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar 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 theselected stuff for reuse in a radius of 50 m andlift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work | Cum | 208.32 | 208.32 | 211.46 | False | None | None | False | None | False | 44051.3472 | 0 | | 3793035 | 143625 | None | PWD SR pg 15 SL no 2.1.3 vol-1 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6220.48 | 6220.48 | 12.85 | False | None | None | False | None | False | 79933.168 | 0 | | 3793036 | 143625 | None | PWD SR pg 17 SL no 2.4.2 vol-1 , Appendix | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate ( sseparately) | Cum | 7018.37 | 7018.37 | 29.89 | False | None | None | False | None | False | 209779.0793 | 0 | | 3793037 | 143625 | None | PWD SRpg 71 SL no 9.3 vol-3 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 94153.92 | 94153.92 | 1.79 | False | None | None | False | None | False | 168535.5168 | 0 | | 3793038 | 143625 | None | PWD SRpg 7 SL no 1.10 vol-1 | 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 | Cum | 136.64 | 136.64 | 23.13 | False | None | None | False | None | False | 3160.4832 | 0 | | 3793039 | 143625 | None | PWD SR pg 16 s I No 3.11 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. | Sqm | 3.36 | 3.36 | 141.74 | False | None | None | False | None | False | 476.2464 | 0 | | 3793040 | 143625 | None | PWD SR pg 24 s I No 4.27 morth 406 vol - | 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 toachieve the desired density. | Cum | 2681.28 | 2681.28 | 108.08 | False | None | None | False | None | False | 289792.7424 | 0 | | 3793041 | 143625 | None | PWD SR pg 138 s I No 20.29 morth 1501 v | 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 M3 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in aconcrete 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 drawingand 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.admixtures as approved, curing compound, finishing to linesand grades as per drawing | Cum | 7293.44 | 7293.44 | 199.9 | False | None | None | False | None | False | 1457958.656 | 0 | | 3793042 | 143625 | None | PWD SR pg 15 s I No 4.27 morth 406 vol - | 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 | 474.95 | 474.95 | 35.9 | False | None | None | False | None | False | 17050.705 | 0 | | 3793043 | 143625 | None | PWD SR pg 151 Item No 4 MoRTH 804 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | Each | 10080.0 | 10080.0 | 3.0 | False | None | None | False | None | False | 30240.0 | 0 |
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