| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1720420878000 | 0 | None | None | Roads | Construction of Rigid Pavement Road (1360 m length) for Chalgere & Shakhapura | 32280492.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3476108 | 124206 | None | 2.5.ii.A | 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.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-2.5-ii-A Page No.9)
| Sqm | 412.65 | 412.65 | 35.55 | False | None | None | False | None | False | 14669.7075 | 0 | | 3476109 | 124206 | None | 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 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 2023 - 2024 ( Item No. VOL-I-1.14.1 Page No.8) | Cum | 107.1 | 107.1 | 2028.0 | False | None | None | False | None | False | 217198.8 | 0 | | 3476110 | 124206 | None | 16.8.b | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-I-16.8-b Page No.144)
| m | 26.25 | 26.25 | 2080.0 | False | None | None | False | None | False | 54600.0 | 0 | | 3476111 | 124206 | None | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-3.5 Page No.17) | Sqm | 6.3 | 6.3 | 4398.0 | False | None | None | False | None | False | 27707.4 | 0 | | 3476112 | 124206 | None | 3.7 | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-3.7 Page No.17) | Cum | 110.25 | 110.25 | 873.0 | False | None | None | False | None | False | 96248.25 | 0 | | 3476113 | 124206 | None | 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)
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-1.7 Page No.7)
| Cum | 124.95 | 124.95 | 1014.0 | False | None | None | False | None | False | 126699.3 | 0 | | 3476114 | 124206 | None | 3.6 | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-3.6 Page No.17) | Cum | 517.65 | 517.65 | 775.0 | False | None | None | False | None | False | 401178.75 | 0 | | 3476115 | 124206 | None | 4.2.v | 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)
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-4.2-v Page No.23) | Cum | 2476.95 | 2476.95 | 731.91 | False | None | None | False | None | False | 1812904.4745 | 0 | | 3476116 | 124206 | None | 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.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-4.17 Page No.26)
| Cum | 2686.95 | 2686.95 | 2559.58 | False | None | None | False | None | False | 6877463.481 | 0 | | 3476117 | 124206 | None | 6.5 | Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 , coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-6.5 Page No.50)
| Cum | 8230.95 | 8230.95 | 1917.43 | False | None | None | False | None | False | 15782270.4585 | 0 | | 3476118 | 124206 | None | 8.15 | 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.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.15 Page No.67)
| Sqm | 556.5 | 556.5 | 463.4 | False | None | None | False | None | False | 257882.1 | 0 | | 3476119 | 124206 | None | 6.8.2 | 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)
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-6.8.2 Page No.51) | Sqm | 1219.05 | 1219.05 | 4463.2 | False | None | None | False | None | False | 5440863.96 | 0 | | 3476120 | 124206 | None | 8.2.a | Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. PCC M15 grade for Kerb base
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.2.a Page No.63) | m | 254.1 | 254.1 | 2720.0 | False | None | None | False | None | False | 691152.0 | 0 | | 3476121 | 124206 | None | 8.10 | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.10 Page No.66)
| Sqm | 114.45 | 114.45 | 992.8 | False | None | None | False | None | False | 113625.96 | 0 | | 3476122 | 124206 | None | 8.43 | 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.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.43 Page No.74) | No | 383.25 | 383.25 | 876.0 | False | None | None | False | None | False | 335727.0 | 0 | | 3476123 | 124206 | None | 8.18 | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.18 Page No.67) | Each | 785.4 | 785.4 | 24.0 | False | None | None | False | None | False | 18849.6 | 0 | | 3476124 | 124206 | None | 8.16.ii | 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)
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.16-ii Page No.67)
| Each | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 3476125 | 124206 | None | 8.16.iii | 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)
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.16-iii Page No.67)
| Each | 884.1 | 884.1 | 6.0 | False | None | None | False | None | False | 5304.6 | 0 |
| | 1720420878000 | 0 | None | None | Roads | Construction of Hume Pipe Culvert of 750 mm dia, 1 Row | 251309.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3476126 | 124207 | None | 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 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 2023 - 2024 ( Item No. VOL-I-1.14.1 Page No.8) | Cum | 107.1 | 107.1 | 39.11 | False | None | None | False | None | False | 4188.681 | 0 | | 3476127 | 124207 | None | 2.1.3 | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.1.3 Page No.15) | Cum | 6288.45 | 6288.45 | 2.51 | False | None | None | False | None | False | 15784.0095 | 0 | | 3476128 | 124207 | None | 2.11.h | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.11-h Page No.18) | MT | 82961.55 | 82961.55 | 0.39 | False | None | None | False | None | False | 32355.0045 | 0 | | 3476129 | 124207 | None | 2.4.2 | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.4.2 Page No.16) | Cum | 6639.15 | 6639.15 | 22.54 | False | None | None | False | None | False | 149646.441 | 0 | | 3476130 | 124207 | None | 5.0 | Additionalities for Formwork, Centering & Scaffolding- For Foundation, Culverts (Head walls)
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.4.2 (8% for Centring)- Page No.16 | Cum | 531.13 | 531.13 | 22.54 | False | None | None | False | None | False | 11971.6702 | 0 | | 3476131 | 124207 | None | 16.15.iii | 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 750mm. dia
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-16.15-iii Page No.146) | m | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | | 3476132 | 124207 | None | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-1.9 Page No.7) | Cum | 279.3 | 279.3 | 8.4 | False | None | None | False | None | False | 2346.12 | 0 |
| | 1720420878000 | 0 | None | None | Roads | Construction of 0.60 x 0.60 m RCC Drain | 4336776.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3476133 | 124208 | None | 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 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 2023 - 2024 ( Item No. VOL-I-1.14.1 Page No.8) | Cum | 107.1 | 107.1 | 606.9 | False | None | None | False | None | False | 64998.99 | 0 | | 3476134 | 124208 | None | 2.1.3 | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.1.3 Page No.15) | Cum | 6288.45 | 6288.45 | 71.4 | False | None | None | False | None | False | 448995.33 | 0 | | 3476135 | 124208 | None | 2.11h | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.11-h Page No.18) | MT | 82961.55 | 82961.55 | 17.31 | False | None | None | False | None | False | 1436064.4305 | 0 | | 3476136 | 124208 | None | 2.4.5 | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.4.2 Page No.16) | Cum | 6639.15 | 6639.15 | 266.29 | False | None | None | False | None | False | 1767939.2535 | 0 | | 3476137 | 124208 | None | 6.0 | Additionalities for Formwork, Centering & Scaffolding- For Drain walls
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.4.2 (35% for Drain Centring)- Page No.16) | Cum | 2323.7 | 2323.7 | 266.29 | False | None | None | False | None | False | 618778.073 | 0 |
| | 1720420878000 | 0 | None | None | Roads | Estimate for Shifting of 11KV line as per Site Condition For New Poles | 223601.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3476138 | 124209 | None | 1.01 | 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. (SR Vol-6 2023-24 11 KV system, P No-3, I no-1.01, Material code-200106)
| No | 7076.0 | 7076.0 | 5.0 | False | None | None | False | None | False | 35380.0 | 0 | | 3476139 | 124209 | None | 2.02 | Labour charges for Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (SR Vol-6 2023-24 11 KV system, P No-44, I no-2.02)
| No | 1113.0 | 1113.0 | 5.0 | False | None | None | False | None | False | 5565.0 | 0 | | 3476140 | 124209 | None | 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. BESCOM/GM/QS&S/50 Dtd 24.11.2018) as per REC Standards. (SR Vol-6 2023-24 ,11KV system, P No-3, I no-1.06, Material code-200006)
| No | 4199.0 | 4199.0 | 5.0 | False | None | None | False | None | False | 20995.0 | 0 | | 3476141 | 124209 | None | 2.02 | Labour charges for Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (SR Vol-6 2023-24 11 KV system, P No-44, I no-2.02)
| No | 1113.0 | 1113.0 | 5.0 | False | None | None | False | None | False | 5565.0 | 0 | | 3476142 | 124209 | None | 1.05 | PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards. (SR Vol-6 2023-24 P No-3, I no-1.05, Material code-200004)
| No | 3699.0 | 3699.0 | 6.0 | False | None | None | False | None | False | 22194.0 | 0 | | 3476143 | 124209 | None | 2.01 | Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth (SR Vol-6 2023-24 11 KV system, P No-44, I no-2.01)
| No | 922.0 | 922.0 | 6.0 | False | None | None | False | None | False | 5532.0 | 0 | | 3476144 | 124209 | None | 2.01 | 11 kV, Horizontal Cross Arm - Mild Steel (MS) (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018). (SR Vol-6 2023-24 2023-24 P No-3, I no-2.01, Material code-279020)
| No | 372.0 | 372.0 | 15.0 | False | None | None | False | None | False | 5580.0 | 0 | | 3476145 | 124209 | None | 5.04 | Labour charges for Fixing of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support) (SR Vol-6 2023-24 11 KV system, P No-45, I no-5.04)
| No | 160.0 | 160.0 | 15.0 | False | None | None | False | None | False | 2400.0 | 0 | | 3476146 | 124209 | None | 2.11 | HT ST Support 50x6 mm Flat - MS (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018). (SR Vol-6 2023-24 2023-24 P No-3, I no-2.11, Material code-279092)
| No | 91.0 | 91.0 | 15.0 | False | None | None | False | None | False | 1365.0 | 0 | | 3476147 | 124209 | None | 5.06 | Fixing of HT/LT Single Top Support
(SR Vol-6 2023-24 11 KV system, P No-45, I no-5.06)
| No | 112.0 | 112.0 | 15.0 | False | None | None | False | None | False | 1680.0 | 0 | | 3476148 | 124209 | None | 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018). (SR Vol-6 2023-24 2023-24 P No-3, I no-2.07, Material code-279012)
| No | 132.0 | 132.0 | 15.0 | False | None | None | False | None | False | 1980.0 | 0 | | 3476149 | 124209 | None | 5.05 | Fixing of 4 Pin double cross arm including Brace and Insulator
(SR Vol-6 2023-24 11 KV system, P No-45, I no-5.05) | No | 288.0 | 288.0 | 15.0 | False | None | None | False | None | False | 4320.0 | 0 | | 3476150 | 124209 | None | 6.10 | 11 kV, 45 kN Polymeric Insulator . (SR Vol-6 2023-24 2023-24 P No-5, I no-6.10, Material code-283320)
| No | 186.0 | 186.0 | 15.0 | False | None | None | False | None | False | 2790.0 | 0 | | 3476151 | 124209 | None | 6.06 | 11 kV, 5 kN Composite/Polymeric Pin Insulator. (SR Vol-6 2023-24 2023-24 P No-5, I no-6.06, Material code-283008)
| No | 205.0 | 205.0 | 15.0 | False | None | None | False | None | False | 3075.0 | 0 | | 3476152 | 124209 | None | 5.10 | Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT (SR Vol-6 2023-24 11 KV system, P No-45, I no-5.10)
| No | 266.0 | 266.0 | 15.0 | False | None | None | False | None | False | 3990.0 | 0 | | 3476153 | 124209 | None | 7.02 | Rabbit ACSR conductor (SR Vol-6 2023-24 2023-24 P No-5, I no-7.02, Material code-284108)
| Km | 46234.0 | 46234.0 | 2.0 | False | None | None | False | None | False | 92468.0 | 0 | | 3476154 | 124209 | None | 6.01 | Stringing of conductor (Rabbit), binding of
conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps.
(SR Vol-6 2023-24 11 KV system, P No-46, I no-6.01)
| Km | 4361.0 | 4361.0 | 2.0 | False | None | None | False | None | False | 8722.0 | 0 |
| | 1720420878000 | 0 | None | None | Roads | Estimate for Shifting of 11KV line as per Site Condition For Shifting | 26798.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3476155 | 124210 | None | 2.02 | Labour charges for Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (SR Vol-6 2023-24 11 KV system, P No-44, I no-2.02)
| No | 1113.0 | 1113.0 | 5.0 | False | None | None | False | None | False | 5565.0 | 0 | | 3476156 | 124210 | None | 2.02 | Labour charges for Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (SR Vol-6 2023-24 11 KV system, P No-44, I no-2.02)
| No | 1113.0 | 1113.0 | 5.0 | False | None | None | False | None | False | 5565.0 | 0 | | 3476157 | 124210 | None | 2.01 | Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth (SR Vol-6 2023-24 11 KV system, P No-44, I no-2.01)
| No | 922.0 | 922.0 | 5.0 | False | None | None | False | None | False | 4610.0 | 0 | | 3476158 | 124210 | None | 5.04 | Labour charges for Fixing of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support) (SR Vol-6 2023-24 11 KV system, P No-45, I no-5.04)
| No | 160.0 | 160.0 | 15.0 | False | None | None | False | None | False | 2400.0 | 0 | | 3476159 | 124210 | None | 5.06 | Fixing of HT/LT Single Top Support
(SR Vol-6 2023-24 11 KV system, P No-45, I no-5.06)"
| No | 112.0 | 112.0 | 13.0 | False | None | None | False | None | False | 1456.0 | 0 | | 3476160 | 124210 | None | 5.05 | Fixing of 4 Pin double cross arm including Brace and Insulator
(SR Vol-6 2023-24 11 KV system, P No-45, I no-5.05)"
| No | 288.0 | 288.0 | 13.0 | False | None | None | False | None | False | 3744.0 | 0 | | 3476161 | 124210 | None | 5.10 | Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT (SR Vol-6 2023-24 11 KV system, P No-45, I no-5.10)
| Set | 266.0 | 266.0 | 13.0 | False | None | None | False | None | False | 3458.0 | 0 |
| | 1720420878000 | 0 | None | None | Roads | Estimate for providing Solar street lighting for Chalgere | 651872.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3476162 | 124211 | None | 1.05 | PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards. (SR Vol-6 2023-24 P No-3, I no-1.05, Material code-200004)
| No | 4631.0 | 4631.0 | 45.0 | False | None | None | False | None | False | 208395.0 | 0 | | 3476163 | 124211 | None | 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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
(SR 2023-24 Vol-1, P No-5, I no-1.4.1))
| Cum | 254.1 | 254.1 | 6.83 | False | None | None | False | None | False | 1735.503 | 0 | | 3476164 | 124211 | None | 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR 2023-24 Vol-1, P No-15, I no-2.2.1)
| Cum | 6601.35 | 6601.35 | 6.83 | False | None | None | False | None | False | 45087.2205 | 0 | | 3476165 | 124211 | None | 2.02 | 11 kV, Horizontal Cross Arm - Galvanised Iron (GI)
(SR 2023-24 Vol-6, P No-3, I no-2.02, Material code-280020)
| Cum | 487.0 | 487.0 | 45.0 | False | None | None | False | None | False | 21915.0 | 0 | | 3476166 | 124211 | None | 2.11 | HT ST Support 50x6 mm Flat - MS (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018).
(SR 2023-24 Vol-6 P No-3, I no-2.11, Material code-279092)
| No | 91.0 | 91.0 | 45.0 | False | None | None | False | None | False | 4095.0 | 0 | | 3476167 | 124211 | None | 11.5.2 | Supply of round/square recess/surface mounted rolling type LED Down light with 10/12 W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @50/60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition
(SR 2023-24 Vol-6P No-44, I no-11.5.2)
| No | 885.0 | 885.0 | 45.0 | False | None | None | False | None | False | 39825.0 | 0 | | 3476168 | 124211 | None | 9.5.3 | Supplying, installation, testing & commissioning of 12V DC, 26 AH capacity batteries in poly propylene container for U.P.S. Sealed maintenance free batteries
(SR 2023-24 Vol-6 P No-38, I no-9.5.3)
| No | 3611.0 | 3611.0 | 45.0 | False | None | None | False | None | False | 162495.0 | 0 | | 3476169 | 124211 | None | 8.0 | Solar panel 55/65/75 W capacity (Market rate)
| No | 1000.0 | 1000.0 | 45.0 | False | None | None | False | None | False | 45000.0 | 0 | | 3476170 | 124211 | None | 24.02 | Stringing of 1.1 kV grade Aerial Bunched 3 Core cable of XLPE insulation of size (3x95) (Phase Conductor) + (1x70) (Insulated Messenger Neutral) + (1x16) (Street Light Control)
(SR 2023-24 Vol-6 P No-53, I no-24.03)
| m | 33.11 | 33.11 | 225.0 | False | None | None | False | None | False | 7449.75 | 0 | | 3476171 | 124211 | None | 68.16 | Automatic Switch for Street Light
(SR 2023-24 Vol-6 P No-32, I no-68.16, Material code-612645)
| No | 2303.0 | 2303.0 | 45.0 | False | None | None | False | None | False | 103635.0 | 0 | | 3476172 | 124211 | None | 5.04 | Labour charges for Fixing of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support) (SR Vol-6 2023-24 11 KV system, P No-44, I no-5.04)
| No | 160.0 | 160.0 | 45.0 | False | None | None | False | None | False | 7200.0 | 0 | | 3476173 | 124211 | None | 5.06 | Fixing of HT/LT Single Top Support
(SR Vol-6 2023-24 11 KV system, P No-44, I no-5.06)"
| No | 112.0 | 112.0 | 45.0 | False | None | None | False | None | False | 5040.0 | 0 |
|
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|---|
| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1720420884000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1720420884000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1720420884000 | 0 | None | None | ELIGIBILITY | Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. | None | | 1720420884000 | 0 | None | None | ELIGIBILITY | It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. | None | | 1720420884000 | 0 | None | None | ELIGIBILITY | EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. | None | | 1720421177000 | 0 | None | None | ELIGIBILITY | Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. | None | | 1720421205000 | 0 | None | None | ELIGIBILITY | The agency shall furnish affidavit stating that existing commitments furnished by him are true. If found falls action shall be taken as per rules | None | | 1720421214000 | 0 | None | None | ELIGIBILITY | The bidder shall bear all costs associated with the preparation and submission of each tender and the employer will in no case be responsible and liable for those costs. The depatment is not responsible for any delay in accessing KPP portal. | None | | 1720421232000 | 0 | None | None | ELIGIBILITY | order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. | None | | 1720421247000 | 0 | None | None | ELIGIBILITY | The Employer reserves the right to reject any or all Tenders without assigning any reason | None | | 1720421264000 | 0 | None | None | ELIGIBILITY | Conditional tenders will not be accepted. | None | | 1720421281000 | 0 | None | None | ELIGIBILITY | Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive). | None | | 1720421299000 | 0 | None | None | ELIGIBILITY | The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading, with all leads & lifts, labour, hire charges of all machineries & equipments and all incidental charges etc., complete necessary for completion of work. All the Items shall be executed as directed by the Engineer-in-charge of the work. | None | | 1720421316000 | 0 | None | None | ELIGIBILITY | The Tenderer shall obtain the required work done certificates from the Competent Authority not below the rank of Executive Engineer or equivalent. And scan the original certificates and attach the scanned file to the bid. The Original Certificate/certificates shall be produced at the time of opening of technical bids for physical verification. | None | | 1720421334000 | 0 | None | None | ELIGIBILITY | Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 -Qualification of the Tenderer in Section 2: Instructions to Tenderers (ITT), will only be considered for evaluation. | None | | 1720421350000 | 0 | None | None | ELIGIBILITY | The tenderer shall scan Original Ownership documents/ Lease/Hire commitment Agreement for the required machineries and attach the scanned file to the Bid. The original documents shall be produced at the time of opening of technical bids for physical verification. | None | | 1720421367000 | 0 | None | None | ELIGIBILITY | The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end | None | | 1720421383000 | 0 | None | None | ELIGIBILITY | The tenderer shall furnish required information in all prescribed formats. Scan & upload all the original documents/Formats required for this bid to the KPPP portal. The Original documents/ Formats shall be produced at the time of opening of technical bid for physical verification. | None | | 1720421399000 | 0 | None | None | ELIGIBILITY | The tenderer shall note that the scanned Documents shall also be up loaded in the tasks created under Document/ Evidence required from the bidder. | None | | 1720421426000 | 0 | None | None | ELIGIBILITY | All materials required for this work shall be procured by the bidder himself and should got tested by the quality control authorities at his own cost before use on the work | None | | 1720422230000 | 0 | None | None | ELIGIBILITY | The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the standard bid document KW4 KPWD and further orders theron | None | | 1720422246000 | 0 | None | None | ELIGIBILITY | The KPWD Code, KTTP Act/ Rules, Delegation of powers and other Government orders issued by Government from time to time will apply. | None | | 1720422263000 | 0 | None | None | ELIGIBILITY | If the office happens to be closed on the dates notified, next working day will holds good. | None | | 1720422280000 | 0 | None | None | ELIGIBILITY | The field laboratory shall preferably locate, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized | None | | 1720422301000 | 0 | None | None | ELIGIBILITY | If undue delay caused by the contractor, the progressive damages caused to road will be assessed and make good at the cost and risk of the contractor. In addition, suitable action will be initiated against the contractor for the damage occurred during the undue delay period in accordance with the Karnataka Highway act 1964. | None | | 1720422321000 | 0 | None | None | ELIGIBILITY | All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity till completion. Contractor should indemnify the client to that extent. | None | | 1720422338000 | 0 | None | None | ELIGIBILITY | Contractor should follow strictly the prevailing rules of labour act and applicable any law as concerned. | None | | 1720422365000 | 0 | None | None | ELIGIBILITY | 18%GST shall be paid to the tendered amount separately | None | | 1720422380000 | 0 | None | None | ELIGIBILITY | The increase in GST shall not be paid in the extended period of Contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. | None | | 1720422397000 | 0 | None | None | ELIGIBILITY | Any dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalidity thereof shall be referred and settled under the Arbitration Centre - Karnataka (Domestic & International) Rules 2012, by one or more arbitrators appointed in accordance with its rules | None | | 1720422416000 | 0 | None | None | ELIGIBILITY | The tenderers shall note that as per the Government Order No.FD/850/EXP-12/15 dated 29-12-2015 and GO No.FD/130/EXP-12/15 dated 8-9-2015 & GO no 850-12/15 Dated 15-12-2016 the exemption from payment of EMD for Micro and small enterprises registered with NSIC under single point vendor registration scheme is applicable only for purchases, but not for works. | None | | 1720422433000 | 0 | None | None | ELIGIBILITY | Contractor should follow strictly the prevailing rules of labour act and applicable any other law as concerned to work. In case of any mishap, accidents are cause of death it is the duty of the contractor to settle the dispute at is own cost. In no way department is held responsible. | None | | 1720422450000 | 0 | None | None | ELIGIBILITY | The construction materials (Minerals Metal, Sand and Murom, etc.,) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore Proceedings Dated 25-03-2013. | None | | 1720422469000 | 0 | None | None | ELIGIBILITY | The defect liability period is one year from the date of actual completion of work if it is of original nature of work. For repairs of the building work the defect liability period is till the completion of tender period or up to 31-03-2025 whichever is later | None | | 1720422486000 | 0 | None | None | ELIGIBILITY | The defect liability period is one year from the date of actual completion of work | None | | 1720422502000 | 0 | None | None | ELIGIBILITY | Financial turn over and Financial commitments of previous years shall be given weight age of 10% per year to bring them to the price level of 2024-25 in the technical qualification criteria. | None | | 1720422523000 | 0 | None | None | ELIGIBILITY | Any dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalidity thereof shall be referred and settled under the Arbitration Centre - Karnataka (Domestic & International) Rules 2012, by one or more arbitrators appointed in accordance with its rules | None | | 1720422541000 | 0 | None | None | ELIGIBILITY | The tender period for completion of work is 9 (Nine) Calendar months. (Including monsoon period) | None | | 1720422558000 | 1 | None | None | ELIGIBILITY | The Earnest Money Deposit Rs. 5,67,000.00 through KPPP portal OR it shall be in two parts. Part (1) Rs. 1,00,000.00 through KPPP portal under any one of the option(CC/DD/NEFT/OTC) and Part (2) Balance EMD of Rs. 4,67,000.00 shall be in favour of the Executive Engineer, PWD Division Koppal, in the form of Bank Guarantee in the prescribed format obtained from any Nationalized/Scheduled Bank. The scanned copy of the original Part(2) EMD should be uploaded along with the Technical bid. The part (2) of the EMD shall be delivered to the Executive Engineer before the prescribed Date and time of opening of the Technical Bids. | None | | 1720422575000 | 0 | None | None | ELIGIBILITY | it is obligatory for the contractor to use the required machineries for various activities involved in construction as per Morth specification | None | | 1720422617000 | 0 | None | None | ELIGIBILITY | It is mandatory to use Manufactured Sand as per Government Circular No.PWD/72/BMS/2013 dated 31-07-2013. Also it is mandatory that the bidders should upload the required documents which demonstrate that, the bidder owns sand manufacturing unit or an agreement with the manufactured sand suppliers. The manufactured sand that should be got tested to confirm IS 383-2007 before use. Further, the contractor shall have his own Artificial sand manufacturing plant Unit. | None | | 1720422639000 | 0 | None | None | ELIGIBILITY | The Successful Tenderer has to execute the work as per approved designs and drawings provided by the Department. | None | | 1720422658000 | 0 | None | None | ELIGIBILITY | The star rates in respect of specified materials (Cement, Steel and Bitumen) shall be payable as per GO No: FD/3/PCL/2008 Bangalore Dated 21.11.2008. | None | | 1720422674000 | 0 | None | None | ELIGIBILITY | The Tenderers who meet the specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value of amount put to tender | None | | 1720422731000 | 0 | None | None | ELIGIBILITY | Successful tender should have to obtain all mandatory clearance from Fire Services, Electrical Inspectorate, Air pollution, GESCOM Power Supply etc., before commencement of the work. | None | | 1720422772000 | 0 | None | None | ELIGIBILITY | The Tenderer or his identified sub contractor sholud possess required valid electrical license for executing building electrification works and also Tenderer or his identified sub contractor sholud possess valid license for executing water supply/Sanitary engineering works. | None | | 1720422798000 | 0 | None | None | ELIGIBILITY | All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity till completion. Contractor should indemnify the client to that extent. | None | | 1720422827000 | 0 | None | None | ELIGIBILITY | The awarded Contractor has to submit his bills through e-MB for payment. (Billing is through e-Mb i.e., Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments), as per the G.O. No. FD 56 Pro. Cell 2004, Bangalore Dated 18th January 2005. | None | | 1720422850000 | 0 | None | None | ELIGIBILITY | Estimate rates are excluding GST and the prevailing GST 18 percent of APT is added in the form of Lumpsum in santioned estimate as per the guidelines in common SR 2021-22 GO PWD51 RDF 2019 Bengaluru dt 18-03-2022. Therefore, APT or ECV is excluding GST. In kppp portal there is no option to add GST separately over and above APT during DTS process. Hence even through the tender has been invited by opting for the INCLUSIVE option, the item wise rates do not include GST. Hence GST will be paid separately for the quoted amount as per the Govt. circular no FD/447/expenditure/12/2022/dt -30-07-2022. Therefore GST declaration certificate must be uploaded mandatory by the prospective bidders. | None | | 1720422872000 | 0 | None | None | ELIGIBILITY | The Agency shall comply with ISO14001 (Environmental Management System) requirement during execution of work. | None | | 1720422915000 | 0 | None | None | ELIGIBILITY | Price Adjustment clause Star rates applicable as perGo.No.PWD159CRM 2009 Dated | None | | 1720422940000 | 0 | None | None | ELIGIBILITY | Above tender amount will not be given | None |
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