| 1726070512000 | 0 | None | None | Bridges/Culverts | Construction of RCC culvert and Road Development work in BTL collage road and construction of UGD manholes and other repair works in ward 9,12,18,14,10,13 in TMC Bommasandra limits. | 1260262.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3962598 | 153537 | None | 001 | 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 theexcavated 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 | 52.31 | False | None | None | False | None | False | 5118.5335 | 0 | | 3962599 | 153537 | 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 | 52.31 | False | None | None | False | None | False | 4579.7405 | 0 | | 3962600 | 153537 | None | 003 | Wet Mix Macadam (Plant mix method): 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 (PWD SR 2023-24 VOL:3 P.NO.26 I.NO:4.17) | Cum | 2635.77 | 2635.77 | 31.39 | False | None | None | False | None | False | 82736.8203 | 0 | | 3962601 | 153537 | 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 M30 (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.(P.No. 149, It.No. 16.28 of CSR 2023-24 Volume 3) | Cum | 6956.52 | 6956.52 | 30.38 | False | None | None | False | None | False | 211339.0776 | 0 | | 3962602 | 153537 | None | 005 | 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 0.30m depth (P.No. 198, It.No. 16.28.1 of CSR 2023-24 Volume 5) | No | 8414.07 | 8414.07 | 3.0 | False | None | None | False | None | False | 25242.21 | 0 | | 3962603 | 153537 | None | 006 | 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 | 60.06 | False | None | None | False | None | False | 6309.9036 | 0 | | 3962604 | 153537 | None | 007 | 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 | 60.06 | False | None | None | False | None | False | 5258.253 | 0 | | 3962605 | 153537 | None | 008 | 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 | 4.62 | False | None | None | False | None | False | 28499.2554 | 0 | | 3962606 | 153537 | None | 009 | 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 | 23.75 | False | None | None | False | None | False | 154676.3875 | 0 | | 3962607 | 153537 | None | 010 | 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 | 23.75 | False | None | None | False | None | False | 54136.7 | 0 | | 3962608 | 153537 | None | 011 | 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 | 7.26 | False | None | None | False | None | False | 1989.0948 | 0 | | 3962609 | 153537 | None | 012 | 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) | Tonne | 81381.33 | 81381.33 | 2.03 | False | None | None | False | None | False | 165204.0999 | 0 | | 3962610 | 153537 | None | 013 | 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 | 45.0 | False | None | None | False | None | False | 40880.7 | 0 | | 3962611 | 153537 | None | 014 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including
loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS
shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 250 mm dia (Page No.106, Item No. 9.16.6 Water supply and UGD Common SR 2023-24) | Rmtr | 1162.87 | 1162.87 | 50.0 | False | None | None | False | None | False | 58143.5 | 0 | | 3962612 | 153537 | None | 015 | 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. for Constructing Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
1.0 M depth & SFRC cover & frame (Page No.192, Item No.16.15.1, Water supply and UGD Common SR 2023-24) | Each | 29918.41 | 29918.41 | 13.0 | False | None | None | False | None | False | 388939.33 | 0 | | 3962613 | 153537 | None | 016 | 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 | 39.0 | False | None | None | False | None | False | 15585.96 | 0 | | 3962614 | 153537 | None | 017 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 (Page No.126, Item No.13.53, volume 2 SR 2023-24) | Each | 5811.26 | 5811.26 | 2.0 | False | None | None | False | None | False | 11622.52 | 0 |
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