| 1723896564000 | 0 | None | None | Roads | Package 20 Madikeri Taluk Development of Road Hodduru Kottamudi Road,Hodduru Peggoli Road,Hodduru Kottamudi Kalappa Raod,Hodavada Primary School Road,Hodavada Highschool Road and Hodduru Kumbaladalu Road,Kuyyangeri Koreyana Ainmane Road,Hodavada Thakkapalli Road,Hodduru Cheriyamoole Road,Construction of Hodduru Military RMT Road Retaining Wall and Hodavada Koodandi Road,Hodavada Balibane Road and Hodavada Masjid Road,Hpodduru Kematu Kumbaladalu Link Road,Hodavada Kottamudi Pottanda Road | 7237514.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3798691 | 144075 | None | 1.12 | 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. In all kinds of soils upto 300 mm depth (2023-24 CSR P.no:-8 I.no:-1.12) | Cum | 106.4 | 106.4 | 2431.92 | False | None | None | False | None | False | 258756.288 | 0 | | 3798692 | 144075 | None | 4.17 | 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 to achieve the desired density.(2023-2024 vol-3 P.no:-26 I.no:-4.17) | Cum | 2866.08 | 2866.08 | 190.08 | False | None | None | False | None | False | 544784.4864 | 0 | | 3798693 | 144075 | None | 16.27 | 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(2023-24 vol 3 P.no:-148 I.no:-16.27) | Cum | 7138.88 | 7138.88 | 267.3 | False | None | None | False | None | False | 1908222.624 | 0 | | 3798694 | 144075 | None | 3.6 | 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(P.no:-15 I.no:-3.6) | Cum | 552.16 | 552.16 | 320.76 | False | None | None | False | None | False | 177110.8416 | 0 | | 3798695 | 144075 | None | 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 80 (Page no:- 151 item no:-4 MoRTH 804) | No | 10080.0 | 10080.0 | 7.5 | False | None | None | False | None | False | 75600.0 | 0 | | 3798696 | 144075 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m( P.no. 5 I.no. 1.14.1 ) | Cum | 114.24 | 114.24 | 49.5 | False | None | None | False | None | False | 5654.88 | 0 | | 3798697 | 144075 | None | 2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates ( P.no. 15 I.no . 2.1.2 ) | Cum | 6343.68 | 6343.68 | 3.7125 | False | None | None | False | None | False | 23550.912 | 0 | | 3798698 | 144075 | None | 2.11h | 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.All other type of structures ( P.no. 18 I.No.2.11h) | t | 88492.32 | 88492.32 | 1.1557 | False | None | None | False | None | False | 102270.574224 | 0 | | 3798699 | 144075 | None | 2.4.2 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( P.no. 17 I.no .2.4.2) | Cum | 7789.94 | 7789.94 | 36.5062 | False | None | None | False | None | False | 284381.107628 | 0 | | 3798700 | 144075 | None | 4.13A(b | 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. Grading-I (63 mm to 45 mm) Using Screening Type A (13.2mm agg) (vol 3 2023-24 it no 4.13A(b) | Cum | 3009.44 | 3009.44 | 255.69 | False | None | None | False | None | False | 769483.7136 | 0 | | 3798701 | 144075 | None | 4.13 ii(b)) | 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. Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) (vol 3 2023-24 it no 4.13 ii(b)) | Cum | 3078.88 | 3078.88 | 426.19 | False | None | None | False | None | False | 1312187.8672 | 0 | | 3798702 | 144075 | None | 5.3(i) | Providing and applying tack coat with bitumen emulsion (Rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/m2 on the prepared granualr surfaces treated with primer and cleaned with hydraulic broom as per techincal specification clause 503.(Page No:-29 I.No 5.3(i)) | Sqm | 13.44 | 13.44 | 5682.0 | False | None | None | False | None | False | 76366.08 | 0 | | 3798703 | 144075 | None | 5.20(i) | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - A(vol 3 2023-24 it no 5.20(i) | Sqm | 215.04 | 215.04 | 5682.0 | False | None | None | False | None | False | 1221857.28 | 0 | | 3798704 | 144075 | None | 5.21(i) | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - I : Type A Premix Seal coat(vol 3 2023-24 it no 5.21(i) | Sqm | 84.0 | 84.0 | 5682.0 | False | None | None | False | None | False | 477288.0 | 0 |
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