| 1723870250000 | 1 | None | None | Other Works | Construction of cc rd from ashram rd to advocate prabhu at ward no.12. construction of A5 rd at khb colony ward no.13. Construction of cc drain in front of sudhir pai house at ward ni 14. soil filling and side wall construction from gajanan tandel house to NH 66 service rd at ward no.30. Construction of culvert near hari om circle at khb colony. soil filling, plantation and lawn development at new khb colony garden | 1873585.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3793479 | 143688 | None | PWD SR pg 29 Item No1.4.1 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 | 35.28 | False | None | None | False | None | False | 7349.5296 | 0 | | 3793480 | 143688 | None | PWD SR pg 138 Item No20.29 vol-3 | 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 sizeof 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 rawingand technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all aterials, labour, quipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7293.44 | 7293.44 | 60.42 | False | None | None | False | None | False | 440669.6448 | 0 | | 3793481 | 143688 | None | PWD SR pg 15 Item 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 | 20.5 | False | None | None | False | None | False | 127519.84 | 0 | | 3793482 | 143688 | None | PWD SR pg 37 Item No1.12 vol-1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. | Cum | 72.8 | 72.8 | 158.3 | False | None | None | False | None | False | 11524.24 | 0 | | 3793483 | 143688 | None | PWD SR pg 17 Item No2.4.2 vol-1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. | Cum | 7018.37 | 7018.37 | 62.25 | False | None | None | False | None | False | 436893.5325 | 0 | | 3793484 | 143688 | None | PWD SR pg 71 Item No9.3 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 | 3.74 | False | None | None | False | None | False | 352135.6608 | 0 | | 3793485 | 143688 | None | PWD SR pg 7 Item No1.1 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 | 85.32 | False | None | None | False | None | False | 11658.1248 | 0 | | 3793486 | 143688 | None | PWD SR pg 16 Item No3.11 | 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 | 136.8 | False | None | None | False | None | False | 459.648 | 0 | | 3793487 | 143688 | None | PWD SR pg 24Item No4.27vol-3 | 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 | 41.68 | False | None | None | False | None | False | 111755.7504 | 0 | | 3793488 | 143688 | None | PWD SR pg 15 Item No4.27 vol-2 | 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 | 12.96 | False | None | None | False | None | False | 6155.352 | 0 | | 3793489 | 143688 | None | PWD SR pg 29 Item No1.4.1 vol-1 | KSRRB 300-4. Earthwork excavation and forming in embankment by manual means in hard soil (When earth is taken from bank cutting or from borrow pits ) including breaking of clods, spreading to required line and level, forming, and cost of all labour complete as per specifications. ( excluding watering and compaction of earth ) (with all lead and lift) MORTH / Chapter 3 | Cum | 525.28 | 525.28 | 117.0 | False | None | None | False | None | False | 61457.76 | 0 | | 3793490 | 143688 | None | PWD SR pg 7 Item No1.8 vol-1 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 450.24 | 450.24 | 590.1 | False | None | None | False | None | False | 265686.624 | 0 | | 3793491 | 143688 | 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 | 4.0 | False | None | None | False | None | False | 40320.0 | 0 |
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