tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1710222239000 | 1 | None | None | Roads | Construction of Approach road to First Grade College at Harapanahlli Town in Harapanahalli Taluk | 9175710.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2994465 | 99553 | None | PWD SR 2023-24 Vol-3 P No:9, I No: 2.5 ii a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to be used or auctioned,including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle | 100 Sqm | 412.65 | 412.65 | 6.0 | False | None | None | False | None | False | 2475.9 | 0 | 2994466 | 99553 | None | PWD SR 2023-24 Vol-3 P No:17, I No:3.5 | 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 | Sqm | 6.3 | 6.3 | 1500.0 | False | None | None | False | None | False | 9450.0 | 0 | 2994467 | 99553 | None | PWD SR 2023-24 Vol-3 P No:17, I No:3.7 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 300.0 | False | None | None | False | None | False | 33075.0 | 0 | 2994468 | 99553 | None | PWD SR 2023-24 Vol-1 P No:7, I No:1.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) | Cum | 124.95 | 124.95 | 206.1 | False | None | None | False | None | False | 25752.195 | 0 | 2994469 | 99553 | None | PWD SR 2023-24 Vol-1 P No:7, I No:1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 200.0 | False | None | None | False | None | False | 99540.0 | 0 | 2994470 | 99553 | None | PWD SR 2023-24 V-3, P No:19, I No:4.2B (V) | Construction of Granular Sub-Base of required grading as per design mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 By Mix in Place Method For Grading -V Material | Cum | 2476.95 | 2476.95 | 200.0 | False | None | None | False | None | False | 495390.0 | 0 | 2994471 | 99553 | None | PWD SR 2023-24 Vol-3 P NO:26, I No:4.17 | 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) | Cum | 2686.95 | 2686.95 | 300.0 | False | None | None | False | None | False | 806085.0 | 0 | 2994472 | 99553 | None | PWD SR 2023-24 Vol-3 Page-149, item No. 16.28 | 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 ibrators 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 Engineer-in-charge of the work. | Cum | 7091.7 | 7091.7 | 400.0 | False | None | None | False | None | False | 2836680.0 | 0 | 2994473 | 99553 | None | PWD SR 2023-24 Vol-3 P No: 71, I No: 8.29 i | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3m thick layer of granular material free to rock pieces, outer to outer distance of pipe at least half dia of subject to minimum 450 mm thick in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98-1997 and approved drawings.Single row for one utility service | Mtr | 2322.6 | 2322.6 | 32.0 | False | None | None | False | None | False | 74323.2 | 0 | 2994474 | 99553 | None | PWD SR 2023-24 Vol-3 P-78, I.No.8.54 | 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 | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 2994475 | 99553 | None | PWD SR 2023-24 Vol-2 P No:187, I No: 19.3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 36.4 | False | None | None | False | None | False | 92721.72 | 0 | 2994476 | 99553 | None | PWD SR 2023-24 Vol-1 P No: 8, I No: 1.14.1 | 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 | Cum | 107.1 | 107.1 | 343.5 | False | None | None | False | None | False | 36788.85 | 0 | 2994477 | 99553 | None | PWD SR 2023-24 Vol-1 P No:15, I No: 2.1.3 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 96.3 | False | None | None | False | None | False | 605577.735 | 0 | 2994478 | 99553 | None | PWD SR 2023-24 Vol-1 P No: 16, I No: 2.4.2 | Providing and laying in position reinforced cement concrete for all Sub structures of building,irrigation works, sub structure works of bridges, drain works and other parallel works from 0.50m to 3.50m 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 neccessary, including all lead and lifts, cost of all materials of quality, conforming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtances required to complete the work as per technical specifications. (The cost of steel reinforcement and formwork to be paid separately) -M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 242.98 | False | None | None | False | None | False | 1613180.667 | 0 | 2994479 | 99553 | None | PWD SR 2023-24 Vol-1 P No: 111, I No:4 | Formwork for Cement Concrete Drain Walls 35 percent | Cum | 2323.7 | 2323.7 | 154.38 | False | None | None | False | None | False | 358732.806 | 0 | 2994480 | 99553 | None | PWD SR 2023-24 Vol-1 P No: 18, I No: 2.11b | 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.Foundations of Bridges | Tonne | 90516.3 | 90516.3 | 13.07 | False | None | None | False | None | False | 1183048.041 | 0 | 2994481 | 99553 | None | PWD SR 2023-24 Vol-1 P.No.7 I.No.1.9 | 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. | Cum | 279.3 | 279.3 | 138.6 | False | None | None | False | None | False | 38710.98 | 0 | 2994482 | 99553 | None | PWD SR 2023-24 Vol-2 P No: 176, I No:17.12 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/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. | Sqm | 974.4 | 974.4 | 847.0 | False | None | None | False | None | False | 825316.8 | 0 | 2994483 | 99553 | None | PWD SR 2023-24 Vol-1 P No: 111, I No:4 | Formwork for Foundation, Sub structure of Cross drainages 5 percent | Cum | 331.96 | 331.96 | 88.6 | False | None | None | False | None | False | 29411.656 | 0 |
| 1710222239000 | 1 | None | None | Roads | Construction of Approach road to First Grade College at Harapanahlli Town in Harapanahalli Taluk BESCOM Shifting of KEB pole estimate | 225850.17 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2994484 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:339, I No: 1 a | RCC Pole RCC Pole - 9 M Long, 145 Kg WL Material Rate | No | 7429.8 | 7429.8 | 13.0 | False | None | None | False | None | False | 96587.4 | 0 | 2994485 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 Pg No:339, I No: 1 a | RCC Pole RCC Pole - 9 M Long, 145 Kg WL Labour Cost | No | 1829.1 | 1829.1 | 13.0 | False | None | None | False | None | False | 23778.3 | 0 | 2994486 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 Pg No:339, I No: 2 e | PSCC Pole PSCC Pole - 8 M Long, 200 Kg WL Material Rate | No | 3883.95 | 3883.95 | 5.0 | False | None | None | False | None | False | 19419.75 | 0 | 2994487 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 Pg No:339, I No:2 e | PSCC Pole PSCC Pole - 8 M Long, 200 Kg WL Labour Cost | No | 1496.25 | 1496.25 | 5.0 | False | None | None | False | None | False | 7481.25 | 0 | 2994488 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:341, I No: 9 d | 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For PSCC Pole 300 KG WL Material Rate | Set | 682.5 | 682.5 | 16.0 | False | None | None | False | None | False | 10920.0 | 0 | 2994489 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 Pg No:341, I No: 9 d | 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For PSCC Pole 300 KG WL Labour Cost | Set | 285.6 | 285.6 | 16.0 | False | None | None | False | None | False | 4569.6 | 0 | 2994490 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:342, I No: 13 | LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS For RCC Pole Material Rate | Set | 444.15 | 444.15 | 11.0 | False | None | None | False | None | False | 4885.65 | 0 | 2994491 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 Pg No:342, I No: 13 | LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS For RCC Pole Labour Cost | Set | 168.0 | 168.0 | 11.0 | False | None | None | False | None | False | 1848.0 | 0 | 2994492 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:342, I No: 15 a | LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MS For RCC Pole Material Rate | Set | 279.3 | 279.3 | 10.0 | False | None | None | False | None | False | 2793.0 | 0 | 2994493 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:342, I No: 15 a | LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MS For RCC Pole Labour Cost | Set | 168.0 | 168.0 | 10.0 | False | None | None | False | None | False | 1680.0 | 0 | 2994494 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:347, I No:07 | 11 kV, 45 KN Polymeric Insulator Material Rate (Cost data sheet 1) | No | 195.3 | 195.3 | 27.0 | False | None | None | False | None | False | 5273.1 | 0 | 2994495 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:347, I No: 06 | 11 kV, 5 KN Polymeric Pin Insulator (24 mm Dia FRP Rod) Material Rate (cost data sheet 1) | No | 215.25 | 215.25 | 27.0 | False | None | None | False | None | False | 5811.75 | 0 | 2994496 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:351, I No: 11 | No. 8 Strain Insulator Material Rate (Cost data sheet 5) | Set | 28.35 | 28.35 | 33.0 | False | None | None | False | None | False | 935.55 | 0 | 2994497 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:343, I No: 22 b | Insulator 1.1 kV Ceramic Pin Insulator With GI pin Material Rate | No | 69.3 | 69.3 | 20.0 | False | None | None | False | None | False | 1386.0 | 0 | 2994498 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:344, I No: 24 a | Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 Material Rate | Set | 1228.5 | 1228.5 | 5.0 | False | None | None | False | None | False | 6142.5 | 0 | 2994499 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:344, I No: 24 a | Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 Labour Rate | Set | 622.65 | 622.65 | 5.0 | False | None | None | False | None | False | 3113.25 | 0 | 2994500 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:347, I No: 9 | Rabbit ACSR Conductor Material Rate (cost data sheet 1) | Km | 61463.85 | 61463.85 | 0.1 | False | None | None | False | None | False | 6146.385 | 0 | 2994501 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:347, I No: 9 | Rabbit ACSR Conductor Labour Rate (cost data sheet 1) | Km | 4579.05 | 4579.05 | 0.1 | False | None | None | False | None | False | 457.905 | 0 | 2994502 | 99554 | None | KPTCL,ESCOMs SR 2023-24 Vol-6 P No:382, I No:6.02 | Rabbit ACSR Labour Rate (cost data sheet 1) multiply by 1.9 for basic rate of 4361 | Km | 8700.3 | 8700.3 | 2.6 | False | None | None | False | None | False | 22620.78 | 0 |
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