| 1710318874000 | 1 | None | None | Other Works | Construction of RCC drain, culvert, CC road & providing solar street light to Gangabhavani road Block No.48 In ward no.116 Ramaswamypalya under SCP & TSP grant | 1198361.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3034392 | 102307 | None | code01 | Removing and Resetting of Footpath Slab (Approved Data Rate Excluding GST) Yalahanka Zone | Sqm | 277.3 | 277.3 | 30.24 | False | None | None | False | None | False | 8385.552 | 0 | | 3034393 | 102307 | None | code02 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry, II By Mechanical means, A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (P.No.10, Sl.No.2.11 A)of PWD SR 23-24 Vol-3 | Cum | 233.64 | 233.64 | 18.0 | False | None | None | False | None | False | 4205.52 | 0 | | 3034394 | 102307 | None | code03 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m (P.No.5, I.No.1.4.1) of PWD SR 23-24 Vol-1) | Cum | 314.12 | 314.12 | 13.41 | False | None | None | False | None | False | 4212.3492 | 0 | | 3034395 | 102307 | None | code04 | 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 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregates (P.No. 15, Sl.No. 2.1.2, Vol-1, 2023-24) | Cum | 7351.87 | 7351.87 | 9.42 | False | None | None | False | None | False | 69254.6154 | 0 | | 3034396 | 102307 | None | code05 | 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, Sl.No. 2.4.2, Vol-1, 2023-24) & (Page no.111 Sl.No.4 Vol-1) | Cum | 8617.62 | 8617.62 | 25.35 | False | None | None | False | None | False | 218456.667 | 0 | | 3034397 | 102307 | None | code06 | 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, Sl.No. 2.11 h, Vol-1, 2023-24) | Tonne | 102556.28 | 102556.28 | 1.74 | False | None | None | False | None | False | 178447.9272 | 0 | | 3034398 | 102307 | None | code07 | Providing and fixing RCC Precast cover slab of 10 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, including form work, lift charges, curing and concrete finished surfaces on both sides etc, complete and as per drawing and the directions of Engineer incharge. (Approved Data Rate Excluding GST) Yelahanka Zone | Sqm | 2444.96 | 2444.96 | 18.36 | False | None | None | False | None | False | 44889.4656 | 0 | | 3034399 | 102307 | None | code08 | Providing and fixing RCC Precast cover slab of 23 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, including form work, lift charges, curing and concrete finished surfaces on both sides etc, complete and as per drawing and the directions of Engineer incharge. (Approved Data Rate Excluding GST) Yelahanka Zone | Sqm | 5943.66 | 5943.66 | 24.3 | False | None | None | False | None | False | 144430.938 | 0 | | 3034400 | 102307 | None | code09 | 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 (P.No.8- I.No.1.12) & of PWD SR 23-24 Vol-1 | Cum | 123.31 | 123.31 | 7.43 | False | None | None | False | None | False | 916.1933 | 0 | | 3034401 | 102307 | None | code10 | Cost of Haulage Excluding Loading and Unloading Taking output 25t load and lead 10km=100 t.km (V-III Page No.5, Item No.1.4C SR 2023-24) | Cum | 103.84 | 103.84 | 20.84 | False | None | None | False | None | False | 2164.0256 | 0 | | 3034402 | 102307 | None | code11 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (P.No.49- I.No.6.1) & of PWD SR 23-24 Vol-3 | Cum | 6386.16 | 6386.16 | 4.95 | False | None | None | False | None | False | 31611.492 | 0 | | 3034403 | 102307 | None | code12 | 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, creed 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- I.No.16.28) & of PWD SR 23-24 Vol-3 | Cum | 8766.69 | 8766.69 | 7.43 | False | None | None | False | None | False | 65136.5067 | 0 | | 3034404 | 102307 | None | code13 | Supply and instalations of IP66, 60 watts LED Solar street light with 5 Mtrs long MS pole as detailed specfication Housing ABS Anti-UV Plastic Housing with lence or reflector should not be lessthan 640 x250x70mm,Solar Panel 6V 15W High-efficiency polysilicon (Coversion rate 13) tempered glass laminated,Battery Lithium iron phosphate battery (15Ah / 3.2V)Over Charge Protection Deep Discharge protecton LED Chip 4000-4600lm BEAM Angle 120 Control panel Get dark will turn on, under sunshine will charge energy,5 Mtr Mild Steel Pole of dimension Bottom 2mtr Length 76mm OD and Top 3mtr 60mm OD With 3mm thickness,1mtr 42mm OD Single arm 15 deg welded or bracket to the pole. Base Plate size 220 mm x 220 mm welded at the bottom of the pole Painted with two coats of anticorrosive red oxide and Graffite Grey . suitable for Solar Street Light, includes digging of 1 mtr length and 0.30 mtr dia,1:2:4 bottom concret and 0.30 mtrs above ground level coping complete. Data Rate | Nos | 38750.0 | 38750.0 | 11.0 | False | None | None | False | None | False | 426250.0 | 0 |
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