| 1708885563000 | 0 | None | None | Other Works | Construction of RCC drain Near Arat apartment and construction of paver road from Ramappa house to shivu house, Buddappa shrinivas reddy house to centring manju house, Mahesh house to Parameshwar shop, Welding Gopi house to nagaraj house in ward no 06 of Hebbagodi CMC. | 2529051.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2806812 | 90376 | None | 001 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (P.No. 12, It.No. 2.19 of CSR 2023-24 Volume 3) | Cum | 579.89 | 579.89 | 12.38 | False | None | None | False | None | False | 7179.0382 | 0 | | 2806813 | 90376 | None | 002 | 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. (P.No. 8, It.No. 1.12 of CSR 2023-24 Volume 1) | Cum | 97.85 | 97.85 | 279.18 | False | None | None | False | None | False | 27317.763 | 0 | | 2806814 | 90376 | None | 003 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of workl(P.No. 16, I.No. 3.1 of CSR 2023-24 Volume 3) | Cum | 87.55 | 87.55 | 291.55 | False | None | None | False | None | False | 25525.2025 | 0 | | 2806815 | 90376 | None | 004 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (Page No.6, Item No.1.6.1,PWD SR 2023-24) | Cum | 498.52 | 498.52 | 65.2 | False | None | None | False | None | False | 32503.504 | 0 | | 2806816 | 90376 | None | 005 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. (Page No.187, Item No. 16.1.4, Water supply and UGD Common SR 2023-24) do 230mm | Rmtr | 908.46 | 908.46 | 70.0 | False | None | None | False | None | False | 63592.2 | 0 | | 2806817 | 90376 | None | 006 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC cover & frame (Page No.192, Item No. 16.15.6 Water supply and UGD Common SR 2023-24) | Each | 39532.43 | 39532.43 | 4.0 | False | None | None | False | None | False | 158129.72 | 0 | | 2806818 | 90376 | None | 007 | Supplying, lowering, laying, fixing, testing and commissioning of SW JUNCTION PIPES, conforming to IS: 651:1992 with latest amendments, of sizes, including conveying to work site and caulking with hemp dipped in tar cement and jointing with CM 1:1.5 with sulphate resistant cement conforming to IS - 12330 with latest revisions and amendments, perfect linking, curing and testing with water, with all lead and lifts, including cost of jointing materials etc. complete for : (Contractor will make own arrangements for procuring water for testing).SW junction pipes of 150 mm x 100mm dia.(Page No.199, Item No. 16.33.1, Water supply and UGD Common SR 2023-24) | Each | 399.64 | 399.64 | 12.0 | False | None | None | False | None | False | 4795.68 | 0 | | 2806819 | 90376 | None | 008 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -I Material (P.No. 23, It.No. 4.2.1of CSR 2023-24 Volume 3) | Cum | 2430.8 | 2430.8 | 94.88 | False | None | None | False | None | False | 230634.304 | 0 | | 2806820 | 90376 | None | 009 | 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 | 106.13 | False | None | None | False | None | False | 279734.2701 | 0 | | 2806821 | 90376 | None | 010 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)(P.No. 51, It.No. 6.8.2 of CSR 2023-24 Volume 3) | Sqm | 1195.83 | 1195.83 | 592.5 | False | None | None | False | None | False | 708529.275 | 0 | | 2806822 | 90376 | None | 011 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 250 x 100 mm Kerb Stone (P.No. 74, It.No. 8.42.1 of CSR 2023-24 Volume 3) | Rmtr | 312.09 | 312.09 | 330.0 | False | None | None | False | None | False | 102989.7 | 0 | | 2806823 | 90376 | None | 012 | 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 | 25.25 | False | None | None | False | None | False | 155758.9175 | 0 | | 2806824 | 90376 | None | 013 | 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 | 40.82 | False | None | None | False | None | False | 265848.0058 | 0 | | 2806825 | 90376 | None | 014 | 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 | 40.82 | False | None | None | False | None | False | 93046.7408 | 0 | | 2806826 | 90376 | None | 015 | 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 | 31.59 | False | None | None | False | None | False | 8655.0282 | 0 | | 2806827 | 90376 | None | 016 | 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 | 2.814 | False | None | None | False | None | False | 229007.06262 | 0 | | 2806828 | 90376 | None | 017 | 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 | 105.0 | False | None | None | False | None | False | 126535.5 | 0 | | 2806829 | 90376 | None | 018 | 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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