| 1708883434000 | 0 | None | None | Roads | Road developent works from munireddy house to Muneshwara park and construction of culvert in ward no 7 of Hebbagodi CMC. | 2539298.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2806754 | 90371 | None | 001 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (P.No. 17, It.No. 3.5 305.4.3 of CSR 2023-24 Volume 3) | Sqm | 6.18 | 6.18 | 840.0 | False | None | None | False | None | False | 5191.2 | 0 | | 2806755 | 90371 | None | 002 | 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. Wet Mix Macadam (Plant mix method) (P.No. 24, It.No. 4.17 of CSR 2023-24 Volume 3) | Cum | 2635.77 | 2635.77 | 148.2 | False | None | None | False | None | False | 390621.114 | 0 | | 2806756 | 90371 | None | 003 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means.(P.No. 31, It.No. 5.1.A.I of CSR 2023-24 Volume 3) | Sqm | 42.23 | 42.23 | 1950.0 | False | None | None | False | None | False | 82348.5 | 0 | | 2806757 | 90371 | None | 004 | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses
501.6 and 501.7 to achieve the desired compaction (P.No. 31, It.No. 5.6.i.A of CSR 2023-24 Volume 3) | Cum | 7762.08 | 7762.08 | 97.5 | False | None | None | False | None | False | 756802.8 | 0 | | 2806758 | 90371 | None | 005 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (P.No. 31, It.No. 5.3.I of CSR 2023-24 Volume 3) | Sqm | 12.36 | 12.36 | 1950.0 | False | None | None | False | None | False | 24102.0 | 0 | | 2806759 | 90371 | None | 006 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (P.No. 43, It.No. 5.31 of CSR 2023-24 Volume 3) | Cum | 10456.56 | 10456.56 | 48.75 | False | None | None | False | None | False | 509757.3 | 0 | | 2806760 | 90371 | None | 007 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.60m depth (P.No. 198, It.No. 16.28.2 of CSR 2023-24 Volume 5) | Each | 16852.86 | 16852.86 | 5.0 | False | None | None | False | None | False | 84264.3 | 0 | | 2806761 | 90371 | None | 008 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.(P.No. 198, It.No. 16.28.2 of CSR 2023-24 Volume 5) | Sqm | 545.9 | 545.9 | 146.25 | False | None | None | False | None | False | 79837.875 | 0 | | 2806762 | 90371 | None | 009 | 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(P.No. 8, It.No. 1.14 of CSR 2023-24 Volume 1) | Cum | 105.06 | 105.06 | 63.9 | False | None | None | False | None | False | 6713.334 | 0 | | 2806763 | 90371 | None | 010 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of workl(P.No. 17, I.No. 3.1 of CSR 2023-24 Volume 3) | Cum | 87.55 | 87.55 | 63.9 | False | None | None | False | None | False | 5594.445 | 0 | | 2806764 | 90371 | None | 011 | 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 ecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No. 15, It.No. 2.1.3 of CSR 2023-24 Volume 1) | Cum | 6168.67 | 6168.67 | 8.64 | False | None | None | False | None | False | 53297.3088 | 0 | | 2806765 | 90371 | None | 012 | 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 separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No. 16, It.No. 2.4.2 of CSR 2023-24 Volume 3) | Cum | 6512.69 | 6512.69 | 23.3 | False | None | None | False | None | False | 151745.677 | 0 | | 2806766 | 90371 | None | 013 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% (as per specification. PWD CSR 2023-24 Vol:2 P.NO.111 | Cum | 2279.44 | 2279.44 | 23.3 | False | None | None | False | None | False | 53110.952 | 0 | | 2806767 | 90371 | None | 014 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (P.No. 7, It.No. 1.9 of CSR 2023-24 Volume 1) | Cum | 273.98 | 273.98 | 14.31 | False | None | None | False | None | False | 3920.6538 | 0 | | 2806768 | 90371 | None | 015 | 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, It.No. 2.11.H of CSR 2023-24 Volume 1) | MT | 81381.33 | 81381.33 | 1.784 | False | None | None | False | None | False | 145184.29272 | 0 | | 2806769 | 90371 | None | 016 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.(P.No. 176, It.No. 17.14 of CSR 2023-24 Volume 2) | Sqm | 1205.1 | 1205.1 | 100.0 | False | None | None | False | None | False | 120510.0 | 0 | | 2806770 | 90371 | None | 017 | Removing and resetting disturbed Yarguntla /Shahabad /Talikot /PCC / other types of slab lining in CM 1 : 3 proportion by volume with flush pointing in CM 1 : 3 proportion by volume including cost of all materials, labour, batching and mixing mortar, finishing, curing with all
other ancillary operations complete.(P.No. 103, It.No. 8.13 of CSR 2023-24 Volume 4) | Sqm | 94.76 | 94.76 | 423.0 | False | None | None | False | None | False | 40083.48 | 0 | | 2806771 | 90371 | None | 018 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)(P.No. 95, It.No. 10.17 of CSR 2023-24 Volume 3) | Mtr | 36.05 | 36.05 | 470.0 | False | None | None | False | None | False | 16943.5 | 0 | | 2806772 | 90371 | None | 019 | 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 (P.No. 78, It.No. 8.54 of CSR 2023-24 Volume 3) | No | 9270.0 | 9270.0 | 1.0 | False | None | None | False | None | False | 9270.0 | 0 |
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