| 1707130701000 | 0 | None | None | Water supply/sewage lines | Construction of RCC Hume pipe Drain and chambers near kerala house in Ward no 20 and Anganavadi repair works in ward no 09 at TMC Bommasandra Limits. | 418903.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2444233 | 73635 | None | 001 | 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 | 56.67 | False | None | None | False | None | False | 28251.1284 | 0 | | 2444234 | 73635 | None | 002 | 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 | 56.67 | False | None | None | False | None | False | 4961.4585 | 0 | | 2444235 | 73635 | None | 003 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 450 mm dia. (Page No.188, Item No. 16.3.5 Water supply and UGD Common SR 2023-24) | Rmtr | 2423.59 | 2423.59 | 30.0 | False | None | None | False | None | False | 72707.7 | 0 | | 2444236 | 73635 | None | 004 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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, de-watering,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. for 1.5mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. &3.0 M depth includ. SFRC F&C (Page No.193, Item No. 16.15.12, Water supply and UGD Common SR 2023-24) | Each | 90553.48 | 90553.48 | 1.0 | False | None | None | False | None | False | 90553.48 | 0 | | 2444237 | 73635 | None | 005 | 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. 26, It.No. 4.17 of CSR 2023-24 Volume 3) | Cum | 2635.77 | 2635.77 | 10.03 | False | None | None | False | None | False | 26436.7731 | 0 | | 2444238 | 73635 | None | 006 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (P.No. 15, It.No. 2.1.6 of CSR 2023-24 Volume 1) | Cum | 6430.29 | 6430.29 | 4.63 | False | None | None | False | None | False | 29772.2427 | 0 | | 2444239 | 73635 | None | 007 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (P.No. 86, It.No. 11.34B of CSR 2023-24 Volume 2) | Kg | 188.49 | 188.49 | 314.8 | False | None | None | False | None | False | 59336.652 | 0 | | 2444240 | 73635 | None | 008 | 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 | 2.0 | False | None | None | False | None | False | 79064.86 | 0 | | 2444241 | 73635 | None | 009 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (P.No. 26, It.No.7.38 of CSR 2023-24 Volume 2) | Sqm | 585.04 | 585.04 | 18.8 | False | None | None | False | None | False | 10998.752 | 0 | | 2444242 | 73635 | None | 010 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(Page No.17, Item No. 6.33, Common SR 2023-24 volume 2) | Sqm | 1267.93 | 1267.93 | 7.3 | False | None | None | False | None | False | 9255.889 | 0 | | 2444243 | 73635 | None | 011 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.PWD 2023-24 common SR Page No. 42 Item No.8.7 Volume no 2 | Sqm | 376.98 | 376.98 | 14.6 | False | None | None | False | None | False | 5503.908 | 0 | | 2444244 | 73635 | None | 012 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.- Vol-2 45 /8.25 | Sqm | 141.11 | 141.11 | 14.6 | False | None | None | False | None | False | 2060.206 | 0 |
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