1719385805000 | 0 | None | None | Roads | Construction of CC Road in various places at Mutakod village in Jewargi taluka under KKRDB MICRO for the year 2023-24 | 903286.03 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3360577 | 118185 | None | 001 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 110.25 | 110.25 | 102.38 | False | None | None | False | None | False | 11287.395 | 0 | 3360578 | 118185 | None | 002 | 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 497.7 | 497.7 | 156.98 | False | None | None | False | None | False | 78128.946 | 0 | 3360579 | 118185 | None | 003 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 2198.7 | 2198.7 | 51.19 | False | None | None | False | None | False | 112551.453 | 0 | 3360580 | 118185 | None | 004 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Cum | 6692.7 | 6692.7 | 102.38 | False | None | None | False | None | False | 685198.626 | 0 | 3360581 | 118185 | None | 005 | Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 :Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over
welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not
exceeding 50 mm in height.485777/2019/Dir(Tech) 7 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work | Nos | 16119.6 | 16119.6 | 1.0 | False | None | None | False | None | False | 16119.6 | 0 |
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