tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1718547841000 | 1 | None | None | Roads | Construction of Cement Concrete road & Drain in Ganadal Village limits of Yelburga Taluk, Yelburga Constituency Koppal District. | 10667402.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3298224 | 114903 | None | Vol-3 Pg No. 9 It. No. 2.5.ii.a of 2023-24 DSR | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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, In area of light jungle. ---- including cost of all materials, labour, HOM, I | 100 Sqm | 412.65 | 412.65 | 20.3 | False | None | None | False | None | False | 8376.795 | 0 | 3298225 | 114903 | None | Vol-1 Pg No. 8 It. No. 1.14.1 of 2023-24 DSR | 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 ressing 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. In all kinds of soils Depth upto 3 m ---- including cost of all materials, labour, HOM, I | Cum | 107.1 | 107.1 | 1188.0 | False | None | None | False | None | False | 127234.8 | 0 | 3298226 | 114903 | None | Vol-3 Pg No. 144 It. No. 16.8.b of 2023-24 DSR | Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Mean ---- including cost of all materials, labour, HOM, I | m | 26.25 | 26.25 | 125.0 | False | None | None | False | None | False | 3281.25 | 0 | 3298227 | 114903 | None | Vol-3 Pg No. 17 It. No. 3.4 of 2023-24 DSR | Scarifying Existing Granular surface to a depth of 50mm by Mechanical Means. Scarifying the existing Granular surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 - Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc. complete as directed as per the specification and direction of Engineer-in-charge of the work ---- including cost of all materials, labour, HOM, I | Sqm | 5.25 | 5.25 | 753.75 | False | None | None | False | None | False | 3957.1875 | 0 | 3298228 | 114903 | None | Vol-3 Pg No. 17 It. No. 3.7 of 2023-24 DSR | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment / subgrade, 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 ---- including cost of all materials, labour, HOM, I | Cum | 110.25 | 110.25 | 532.12 | False | None | None | False | None | False | 58666.23 | 0 | 3298229 | 114903 | None | Vol-1 Pg No. 7 It. No. 1.7 of 2023-24 DSR | 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 ---- including cost of all materials, labour, HOM, I | Cum | 124.95 | 124.95 | 594.0 | False | None | None | False | None | False | 74220.3 | 0 | 3298230 | 114903 | None | Vol-3 Pg No. 17 It. No. 3.6 of 2023-24 DSR | Construction of sub-grade and earthen shoulders with approved material Gravei/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 ---- including cost of all materials, labour, HOM, I | Cum | 517.65 | 517.65 | 63.7 | False | None | None | False | None | False | 32974.305 | 0 | 3298231 | 114903 | None | Vol-3 Pg No. 23 It. No. 4.2.v of 2023-24 DSR | 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 -V Material) ---- including cost of all materials, labour, HOM, I | Cum | 2476.95 | 2476.95 | 695.08 | False | None | None | False | None | False | 1721678.406 | 0 | 3298232 | 114903 | None | Vol-3 Pg No. 26 It. No. 4.17 of 2023-24 DSR | 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. ---- including cost of all materials, labour, HOM, I | Cum | 2686.95 | 2686.95 | 751.28 | False | None | None | False | None | False | 2018651.796 | 0 | 3298233 | 114903 | None | Vol-3 Pg No. 149 It. No. 16.28 of 2023-24 DSR | 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. ---- including cost of all materials, labour, HOM, I | Cum | 7091.7 | 7091.7 | 629.99 | False | None | None | False | None | False | 4467700.083 | 0 | 3298234 | 114903 | None | Vol-3 Pg No. 67 It. No. 8.15 of 2023-24 DSR | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. ---- including cost of all materials, labour, HOM, I | Sqm | 556.5 | 556.5 | 155.3 | False | None | None | False | None | False | 86424.45 | 0 | 3298235 | 114903 | None | Vol-3 Pg No. 51 It. No. 6.8.2 of 2023-24 DSR | Precast Cement Concrete Interlocking Blocks Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm 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 if necessary as per relevant technical specification) ---- including cost of all materials, labour, HOM, I | Sqm | 1219.05 | 1219.05 | 1395.0 | False | None | None | False | None | False | 1700574.75 | 0 | 3298236 | 114903 | None | Vol-3 Pg No. 63 It. No. 8.1.a of 2023-24 DSR | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base ---- including cost of all materials, labour, HOM, I | m | 250.95 | 250.95 | 860.0 | False | None | None | False | None | False | 215817.0 | 0 | 3298237 | 114903 | None | Vol-3 Pg No. 66 It. No. 8.10 of 2023-24 DSR | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- including cost of all materials, labour, HOM, I | Sqm | 114.45 | 114.45 | 313.9 | False | None | None | False | None | False | 35925.855 | 0 | 3298238 | 114903 | None | Vol-3 Pg No. 74 It. No. 8.43 of 2023-24 DSR | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than
19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- including cost of all materials, labour, HOM, I | No | 383.25 | 383.25 | 263.0 | False | None | None | False | None | False | 100794.75 | 0 | 3298239 | 114903 | None | Vol-3 Pg No. 67 It. No. 8.18 of 2023-24 DSR | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Boundary pillar / Guard Stone ---- including cost of all materials, labour, HOM, I | Each | 785.4 | 785.4 | 8.0 | False | None | None | False | None | False | 6283.2 | 0 | 3298240 | 114903 | None | Vol-3 Pg No. 67 It. No. 8.16.ii of 2023-24 DSR | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- For Ordinary kilometer stone (precast) ---- including cost of all materials, labour, HOM, I | Each | 3073.35 | 3073.35 | 1.0 | False | None | None | False | None | False | 3073.35 | 0 | 3298241 | 114903 | None | Vol-3 Pg No. 67 It. No. 8.16.iii of 2023-24 DSR | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- For 200 m stone (precast) ---- including cost of all materials, labour, HOM, I | Each | 884.1 | 884.1 | 2.0 | False | None | None | False | None | False | 1768.2 | 0 |
| 1718547841000 | 1 | None | None | Roads | 1000 mm dia, 1 Row Hume Pipe Culvert 3 Nos | 1025549.53 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3298242 | 114904 | None | Vol-1 Pg No. 8 It. No. 1.14.1 of 2023-24 DSR | 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 ressing 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. In all kinds of soils Depth upto 3 m
Common SOR For Engineering Departments ---- including cost of all materials, labour, HOM, I | Cum | 107.1 | 107.1 | 156.29 | False | None | None | False | None | False | 16738.659 | 0 | 3298243 | 114904 | None | Vol-1 Pg No. 15 It. No. 2.1.3 of 2023-24 DSR | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- including cost of all materials, labour, HOM, I | Cum | 6288.45 | 6288.45 | 9.31 | False | None | None | False | None | False | 58545.4695 | 0 | 3298244 | 114904 | None | Vol-1 Pg No. 18 It. No. 2.11.h of 2023-24 DSR | 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 ---- including cost of all materials, labour, HOM, I | Tonne | 82961.55 | 82961.55 | 1.03 | False | None | None | False | None | False | 85450.3965 | 0 | 3298245 | 114904 | None | Vol-1 Pg No. 16 It. No. 2.4.2 of 2023-24 DSR | Providing and laying in position 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 necessary, 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. (M 20) Using 20 mm nominal size graded crushed coarse aggregate ---- including cost of all materials, labour, HOM, I | Cum | 6639.15 | 6639.15 | 77.2 | False | None | None | False | None | False | 512542.38 | 0 | 3298246 | 114904 | None | Vol-1 Formwork Pg No 111 SI No. 1 of 2023-24 | Additionalities for Formwork, Centering & Scaffolding- For Foundation, Culverts (Head walls) ---- including cost of all materials, labour, HOM, I | Cum | 531.13 | 531.13 | 77.2 | False | None | None | False | None | False | 41003.236 | 0 | 3298247 | 114904 | None | Vol-3 Pg No. 146 It. No. 16.15.ii of 2023-24 DSR | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101 1000mm. dia ---- including cost of all materials, labour, HOM, I | Rmtr | 8355.9 | 8355.9 | 36.0 | False | None | None | False | None | False | 300812.4 | 0 | 3298248 | 114904 | None | Vol-1 Pg No. 7 It. No. 1.9 of 2023-24 DSR | 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 ---- including cost of all materials, labour, HOM, I | Cum | 279.3 | 279.3 | 37.44 | False | None | None | False | None | False | 10456.992 | 0 |
| 1718547841000 | 1 | None | None | Roads | Construction C C Drain Work | 5788269.32 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3298249 | 114905 | None | Vol-1 Pg No. 8 It. No. 1.14.1 of 2023-24 DSR | 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 ressing 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. In all kinds of soils Depth upto 3 m
Common SOR For Engineering Departments ---- including cost of all materials, labour, HOM, I | Cum | 107.1 | 107.1 | 1038.0 | False | None | None | False | None | False | 111169.8 | 0 | 3298250 | 114905 | None | Vol-1 Pg No. 15 It. No. 2.1.3 of 2023-24 DSR | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- including cost of all materials, labour, HOM, I | Cum | 6288.45 | 6288.45 | 86.5 | False | None | None | False | None | False | 543950.925 | 0 | 3298251 | 114905 | None | Vol-1 Pg No. 18 It. No. 2.11.h of 2023-24 DSR | 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 ---- including cost of all materials, labour, HOM, I | Tonne | 82961.55 | 82961.55 | 23.55 | False | None | None | False | None | False | 1953744.5025 | 0 | 3298252 | 114905 | None | Vol-1 Pg No. 16 It. No. 2.4.2 of 2023-24 DSR | Providing and laying in position 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 necessary, 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. (M 20) Using 20 mm nominal size graded crushed coarse aggregate (35% for Drain centring) ---- including cost of all materials, labour, HOM, I | Cum | 6639.15 | 6639.15 | 382.41 | False | None | None | False | None | False | 2538877.3515 | 0 | 3298253 | 114905 | None | Vol-1 Formwork Pg No 111 SI No. 4 of 2023-24 | Additionalities for Formwork, Centering & Scaffolding- For Drain walls ---- including cost of all materials, labour, HOM, I | Cum | 2323.7 | 2323.7 | 265.64 | False | None | None | False | None | False | 617267.668 | 0 | 3298254 | 114905 | None | Vol-1 Formwork Pg No 111 SI No. 1b of 2023-24 | Additionalities for Formwork, Centering & Scaffolding- For Drain raft b. All other types ---- including cost of all materials, labour, HOM, I | Cum | 199.17 | 199.17 | 116.78 | False | None | None | False | None | False | 23259.0726 | 0 |
| 1718547841000 | 0 | None | None | Roads | Estimate for Electrical Pole Shifting of 11KV electrical line | 211237.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3298255 | 114906 | None | Vol-6 P No-3, I no-1.02, Material code-200106 | RCC Pole - 9 Mtr Long, 150 Kg WL Sq Section (Dwg No. BESCOM/GM/QS&S/51 Dtd 24.11.2018) as per IS-785. ---- including cost of all materials, labour, HOM, I | Nos | 8242.0 | 8242.0 | 1.0 | False | None | None | False | None | False | 8242.0 | 0 | 3298256 | 114906 | None | Vol-6 P No-3, I no-1.06, Material code-200006 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards. ---- including cost of all materials, labour, HOM, I | Nos | 5365.0 | 5365.0 | 1.0 | False | None | None | False | None | False | 5365.0 | 0 | 3298257 | 114906 | None | Vol-6 P No-3, I no-1.05, Material code-200004 | PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards. ---- including cost of all materials, labour, HOM, I | Nos | 4631.0 | 4631.0 | 1.0 | False | None | None | False | None | False | 4631.0 | 0 | 3298258 | 114906 | None | Vol-6 P No-3, I no-2.01, Material code-279020 | 11 kV, Horizontal Cross Arm - Mild Steel (MS) (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) ---- including cost of all materials, labour, HOM, I | Nos | 478.0 | 478.0 | 3.0 | False | None | None | False | None | False | 1434.0 | 0 | 3298259 | 114906 | None | Vol-6 P No-3, I no-2.11, Material code-279092 | HT ST Support 50x6 mm Flat - MS (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) ---- including cost of all materials, labour, HOM, I | Nos | 197.0 | 197.0 | 3.0 | False | None | None | False | None | False | 591.0 | 0 | 3298260 | 114906 | None | Vol-6 P No-3, I no-2.07, Material code-279012 | LT 2 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) ---- including cost of all materials, labour, HOM, I | Nos | 238.0 | 238.0 | 3.0 | False | None | None | False | None | False | 714.0 | 0 | 3298261 | 114906 | None | Vol-6 P No-5, I no-6.10, Material code-283320 | 11 kV, 45 kN Polymeric Insulator ---- including cost of all materials, labour, HOM, I | Nos | 186.0 | 186.0 | 3.0 | False | None | None | False | None | False | 558.0 | 0 | 3298262 | 114906 | None | Vol-6 P No-5, I no-6.06, Material code-283008 | 11 kV, 5 kN Composite/Polymeric Pin Insulator ---- including cost of all materials, labour, HOM, I | Nos | 205.0 | 205.0 | 3.0 | False | None | None | False | None | False | 615.0 | 0 | 3298263 | 114906 | None | Guy Set | Guy Set ---- including cost of all materials, labour, HOM, I | Set | 1220.0 | 1220.0 | 3.0 | False | None | None | False | None | False | 3660.0 | 0 | 3298264 | 114906 | None | Vol-6 P No-5, I no-7.02, Material code-284108 | Rabbit ACSR conductor ---- including cost of all materials, labour, HOM, I | kl | 49103.0 | 49103.0 | 3.0 | False | None | None | False | None | False | 147309.0 | 0 | 3298265 | 114906 | None | Vol-6 P No-218, I no-26.02 | Loading & Unloading of 9mt pole ---- including cost of all materials, labour, HOM, I | Nos | 92.0 | 92.0 | 3.0 | False | None | None | False | None | False | 276.0 | 0 | 3298266 | 114906 | None | Vol-6 P No-218, I no-26.01 | Loading & Unloading of 8mt pole ---- including cost of all materials, labour, HOM, I | Nos | 69.0 | 69.0 | 3.0 | False | None | None | False | None | False | 207.0 | 0 | 3298267 | 114906 | None | R&R of 9mt pole | R&R of 9mt pole ---- including cost of all materials, labour, HOM, I | Nos | 1166.0 | 1166.0 | 3.0 | False | None | None | False | None | False | 3498.0 | 0 | 3298268 | 114906 | None | R&R of X-Arm | R&R of X-Arm ---- including cost of all materials, labour, HOM, I | Nos | 106.0 | 106.0 | 3.0 | False | None | None | False | None | False | 318.0 | 0 | 3298269 | 114906 | None | R&R of HTST | R&R of HTST ---- including cost of all materials, labour, HOM, I | Nos | 106.0 | 106.0 | 3.0 | False | None | None | False | None | False | 318.0 | 0 | 3298270 | 114906 | None | R&R of Rabbit | R&R of Rabbit ---- including cost of all materials, labour, HOM, I | Nos | 2869.0 | 2869.0 | 3.0 | False | None | None | False | None | False | 8607.0 | 0 | 3298271 | 114906 | None | Vol-6 P No-3, I no-1.02, Material code-200106 | RCC Pole - 9 Mtr Long, 150 Kg WL Sq Section (Dwg No. BESCOM/GM/QS&S/51 Dtd 24.11.2018) as per IS-785. ---- including cost of all materials, labour, HOM, I | Nos | 1166.0 | 1166.0 | 2.0 | False | None | None | False | None | False | 2332.0 | 0 | 3298272 | 114906 | None | Vol-6 P No-3, I no-1.06, Material code-200006 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards. ---- including cost of all materials, labour, HOM, I | Nos | 1166.0 | 1166.0 | 1.0 | False | None | None | False | None | False | 1166.0 | 0 | 3298273 | 114906 | None | Vol-6 P No-3, I no-1.05, Material code-200004 | PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards. ---- including cost of all materials, labour, HOM, I | Nos | 932.0 | 932.0 | 1.0 | False | None | None | False | None | False | 932.0 | 0 | 3298274 | 114906 | None | Vol-6 P No-3, I no-2.01, Material code-279020 | 11 kV, Horizontal Cross Arm - Mild Steel (MS) (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) ---- including cost of all materials, labour, HOM, I | Nos | 106.0 | 106.0 | 4.0 | False | None | None | False | None | False | 424.0 | 0 | 3298275 | 114906 | None | Vol-6 P No-3, I no-2.11, Material code-279092 | HT ST Support 50x6 mm Flat - MS (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) ---- including cost of all materials, labour, HOM, I | Nos | 106.0 | 106.0 | 4.0 | False | None | None | False | None | False | 424.0 | 0 | 3298276 | 114906 | None | Vol-6 P No-3, I no-2.07, Material code-279012 | LT 2 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) ---- including cost of all materials, labour, HOM, I | Nos | 106.0 | 106.0 | 4.0 | False | None | None | False | None | False | 424.0 | 0 | 3298277 | 114906 | None | Guy Set | Guy Set ---- including cost of all materials, labour, HOM, I | Set | 390.0 | 390.0 | 4.0 | False | None | None | False | None | False | 1560.0 | 0 | 3298278 | 114906 | None | Vol-6 P No-218, I no-26.02 | Loading & Unloading of 9mt pole ---- including cost of all materials, labour, HOM, I | Nos | 92.0 | 92.0 | 4.0 | False | None | None | False | None | False | 368.0 | 0 | 3298279 | 114906 | None | Vol-6 P No-218, I no-26.01 | Loading & Unloading of 8mt pole ---- including cost of all materials, labour, HOM, I | Nos | 69.0 | 69.0 | 4.0 | False | None | None | False | None | False | 276.0 | 0 | 3298280 | 114906 | None | R&R of 9mt pole | R&R of 9mt pole ---- including cost of all materials, labour, HOM, I | Nos | 1166.0 | 1166.0 | 4.0 | False | None | None | False | None | False | 4664.0 | 0 | 3298281 | 114906 | None | R&R of X-Arm | R&R of X-Arm ---- including cost of all materials, labour, HOM, I | Nos | 106.0 | 106.0 | 4.0 | False | None | None | False | None | False | 424.0 | 0 | 3298282 | 114906 | None | R&R of HTST | R&R of HTST ---- including cost of all materials, labour, HOM, I | Nos | 106.0 | 106.0 | 4.0 | False | None | None | False | None | False | 424.0 | 0 | 3298283 | 114906 | None | R&R of Rabbit | R&R of Rabbit ---- including cost of all materials, labour, HOM, I | Nos | 2869.0 | 2869.0 | 4.0 | False | None | None | False | None | False | 11476.0 | 0 |
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