tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1717396362000 | 1 | None | None | Roads | Construction of CC Road ,cc drain ,erecting Electrical poles and street lights at ward no 26, sindhanur CMC limit sindhanur taluku (sindhanur Constituency) | 8432862.16 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3222581 | 111083 | None | PWD Common Volume 3 SR S.No.3.7 P.No.17 2023-24 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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 | 422.44 | False | None | None | False | None | False | 46574.01 | 0 | 3222582 | 111083 | None | PWD Common SR Volume 3 S.No.3.6 P.No.17 fr 2023-24 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 422.44 | False | None | None | False | None | False | 218676.066 | 0 | 3222583 | 111083 | None | PWD Common SR Vol 3 S.No.4.1 .A.(v) P.No.24 23-24 | Construction of Granular Sub-Base of required grading as per design mixing in a 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 Grading -V Material | Cum | 2611.35 | 2611.35 | 281.62 | False | None | None | False | None | False | 735408.387 | 0 | 3222584 | 111083 | None | PWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023- | 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 | Cum | 2686.95 | 2686.95 | 254.0 | False | None | None | False | None | False | 682485.3 | 0 | 3222585 | 111083 | None | PWD Common SR Volume 3 S.No.16.28 P.No.149 for 202 | 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 M20 (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
| Cum | 6692.7 | 6692.7 | 381.0 | False | None | None | False | None | False | 2549918.7 | 0 | 3222586 | 111083 | None | PWD Common SR Volume 3 S.No.2.19 202 P.No.12 for | Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 min volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable materials separately
"
| Cum | 591.15 | 591.15 | 43.2 | False | None | None | False | None | False | 25537.68 | 0 | 3222587 | 111083 | None | PWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202 | 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 work. In all kinds of soils Depth upto 3 m"
| Cum | 107.1 | 107.1 | 981.0 | False | None | None | False | None | False | 105065.1 | 0 | 3222588 | 111083 | None | PWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202 | 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"
| Cum | 5947.2 | 5947.2 | 84.9 | False | None | None | False | None | False | 504917.28 | 0 | 3222589 | 111083 | None | PWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
| Cum | 6639.15 | 6639.15 | 218.9 | False | None | None | False | None | False | 1453309.935 | 0 | 3222590 | 111083 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for | 4. Cement Concrete Drain Walls 35%
| Cum | 2323.7 | 2323.7 | 218.9 | False | None | None | False | None | False | 508657.93 | 0 | 3222591 | 111083 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for | 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"
| Tonne | 82961.55 | 82961.55 | 19.2 | False | None | None | False | None | False | 1592861.76 | 0 | 3222592 | 111083 | None | PWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023 | Providing and fixing board displaying information, such as 'Name of work, ender 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| 1717396362000 | 1 | None | None | Roads | Electrical works | 38013.35 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3222593 | 111084 | None | csr vol-6 part-II sl.no-6 item.no:1.06 page-3 | 200006-PSC Pole-9.0M Long,200 kg WL | No | 4408.95 | 4408.95 | 2.0 | False | None | None | False | None | False | 8817.9 | 0 | 3222594 | 111084 | None | csr vol-6 part-II sl.no-1 item.no:1.01 page-3 | 200105-RCC Pole-9.0M Long,145 kg WL
| No | 7429.8 | 7429.8 | 1.0 | False | None | None | False | None | False | 7429.8 | 0 | 3222595 | 111084 | None | csr vol-6 part-II sl.no-49 item.no:6.03 page-5 | 283003-1.1kV Pin Insulator (Shell on
| No | 32.55 | 32.55 | 10.0 | False | None | None | False | None | False | 325.5 | 0 | 3222596 | 111084 | None | csr vol-6 part-II sl.no-50 item.no:6.04 page-5 | 283053-1.1kV Pin Insulator (G.I Pin
| No | 36.75 | 36.75 | 10.0 | False | None | None | False | None | False | 367.5 | 0 | 3222597 | 111084 | None | csr vol-6 part-II sl.no-53 item.no:6.07 page-5 | 283158-NO.8 Strain Insulator
| No | 28.35 | 28.35 | 2.0 | False | None | None | False | None | False | 56.7 | 0 | 3222598 | 111084 | None | csr vol-6 part-II sl.no-58 item.no:7.01 page-5 | 284105-Weasel ACSR Conductor | m | 29293.95 | 29293.95 | 0.1 | False | None | None | False | None | False | 2929.395 | 0 | 3222599 | 111084 | None | csr vol-6 Labour charges sl.no-148 item.no:17.05.2 | Loading & unloading of 9 mtr RCC/PSC poles
| No | 149.1 | 149.1 | 2.0 | False | None | None | False | None | False | 298.2 | 0 | 3222600 | 111084 | None | csr vol-6 Labour charges sl.no-03 item.no:1.1.1 p | Ordinary Soil
| No | 660.45 | 660.45 | 2.0 | False | None | None | False | None | False | 1320.9 | 0 | 3222601 | 111084 | None | csr vol-6 Labour charges sl.no-148 item.no:17.05.2 | Loading & unloading of 9 mtr RCC/PSC poles
| No | 149.1 | 149.1 | 1.0 | False | None | None | False | None | False | 149.1 | 0 | 3222602 | 111084 | None | csr vol-6 Labour charges sl.no-01 item.no:1.1.1 p | Ordinary Soil
| Per Pit | 660.45 | 660.45 | 1.0 | False | None | None | False | None | False | 660.45 | 0 | 3222603 | 111084 | None | csr vol-6 Labour charges sl.no-50 item.no:5.02 pag | Fixing of 4 Pin cross arm with insulator and Braces fixing | Each | 168.0 | 168.0 | 3.0 | False | None | None | False | None | False | 504.0 | 0 | 3222604 | 111084 | None | csr vol-6 Labour charges sl.no-124 item.no:16.01 | Releasing Of Releasing &
Restringing/Tightenig of loose spans a) Weasel/Squirrel | Per Km | 1051.76 | 1051.76 | 0.1 | False | None | None | False | None | False | 105.176 | 0 | 3222605 | 111084 | None | csr vol-6 Labour chargessl.no-64 item.no:6.01 pag | Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps
| Per Km | 3339.0 | 3339.0 | 0.1 | False | None | None | False | None | False | 333.9 | 0 | 3222606 | 111084 | None | KPTCL SR | 280014 LT 4 Pin Cross Arm - GI
| No | 444.15 | 444.15 | 3.0 | False | None | None | False | None | False | 1332.45 | 0 | 3222607 | 111084 | None | csr vol-6 part-II item.no:11.8.2 page-46 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to70 degrees | No | 4225.2 | 4225.2 | 2.0 | False | None | None | False | None | False | 8450.4 | 0 | 3222608 | 111084 | None | KPTCL SR | Releasing Of Ordinary Soil
| No | 475.34 | 475.34 | 3.0 | False | None | None | False | None | False | 1426.02 | 0 | 3222609 | 111084 | None | csr vol-6 Labour charges sl.no-30 item.no:2.02 pag | Erection of RCC/PSC
poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 2.0 | False | None | None | False | None | False | 2337.3 | 0 | 3222610 | 111084 | None | csr vol-6 Labour charges sl.no-30 item.no:2.02 pag | Erection of RCC/PSC
poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 1.0 | False | None | None | False | None | False | 1168.65 | 0 |
| 1717396362000 | 1 | None | None | Roads | Construction of CC Road ,cc drain ,erecting Electrical poles and street lights at ward no 26, sindhanur CMC limit sindhanur taluku (sindhanur Constituency)RCH2320241169 | 8470875.49 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3222611 | 111085 | None | PWD Common Volume 3 SR S.No.3.7 P.No.17 2023-24 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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 | 422.44 | False | None | None | False | None | False | 46574.01 | 0 | 3222612 | 111085 | None | csr vol-6 part-II sl.no-6 item.no:1.06 page-3 | 200006-PSC Pole-9.0M Long,200 kg WL | No | 4408.95 | 4408.95 | 2.0 | False | None | None | False | None | False | 8817.9 | 0 | 3222613 | 111085 | None | PWD Common SR Volume 3 S.No.3.6 P.No.17 fr 2023-24 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 422.44 | False | None | None | False | None | False | 218676.066 | 0 | 3222614 | 111085 | None | csr vol-6 part-II sl.no-1 item.no:1.01 page-3 | 200105-RCC Pole-9.0M Long,145 kg WL
| No | 7429.8 | 7429.8 | 1.0 | False | None | None | False | None | False | 7429.8 | 0 | 3222615 | 111085 | None | PWD Common SR Vol 3 S.No.4.1 .A.(v) P.No.24 23-24 | Construction of Granular Sub-Base of required grading as per design mixing in a 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 Grading -V Material | Cum | 2611.35 | 2611.35 | 281.62 | False | None | None | False | None | False | 735408.387 | 0 | 3222616 | 111085 | None | csr vol-6 part-II sl.no-49 item.no:6.03 page-5 | 283003-1.1kV Pin Insulator (Shell on
| No | 32.55 | 32.55 | 10.0 | False | None | None | False | None | False | 325.5 | 0 | 3222617 | 111085 | None | PWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023- | 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 | Cum | 2686.95 | 2686.95 | 254.0 | False | None | None | False | None | False | 682485.3 | 0 | 3222618 | 111085 | None | csr vol-6 part-II sl.no-50 item.no:6.04 page-5 | 283053-1.1kV Pin Insulator (G.I Pin
| No | 36.75 | 36.75 | 10.0 | False | None | None | False | None | False | 367.5 | 0 | 3222619 | 111085 | None | PWD Common SR Volume 3 S.No.16.28 P.No.149 for 202 | 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 M20 (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
| Cum | 6692.7 | 6692.7 | 381.0 | False | None | None | False | None | False | 2549918.7 | 0 | 3222620 | 111085 | None | csr vol-6 part-II sl.no-53 item.no:6.07 page-5 | 283158-NO.8 Strain Insulator
| No | 28.35 | 28.35 | 2.0 | False | None | None | False | None | False | 56.7 | 0 | 3222621 | 111085 | None | PWD Common SR Volume 3 S.No.2.19 202 P.No.12 for | Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 min volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable materials separately
"
| Cum | 591.15 | 591.15 | 43.2 | False | None | None | False | None | False | 25537.68 | 0 | 3222622 | 111085 | None | csr vol-6 part-II sl.no-58 item.no:7.01 page-5 | 284105-Weasel ACSR Conductor | m | 29293.95 | 29293.95 | 0.1 | False | None | None | False | None | False | 2929.395 | 0 | 3222623 | 111085 | None | csr vol-6 Labour charges sl.no-148 item.no:17.05.2 | Loading & unloading of 9 mtr RCC/PSC poles
| No | 149.1 | 149.1 | 2.0 | False | None | None | False | None | False | 298.2 | 0 | 3222624 | 111085 | None | PWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202 | 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 work. In all kinds of soils Depth upto 3 m"
| Cum | 107.1 | 107.1 | 981.0 | False | None | None | False | None | False | 105065.1 | 0 | 3222625 | 111085 | None | csr vol-6 Labour charges sl.no-03 item.no:1.1.1 p | Ordinary Soil
| No | 660.45 | 660.45 | 2.0 | False | None | None | False | None | False | 1320.9 | 0 | 3222626 | 111085 | None | PWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202 | 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"
| Cum | 5947.2 | 5947.2 | 84.9 | False | None | None | False | None | False | 504917.28 | 0 | 3222627 | 111085 | None | PWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
| Cum | 6639.15 | 6639.15 | 218.9 | False | None | None | False | None | False | 1453309.935 | 0 | 3222628 | 111085 | None | csr vol-6 Labour charges sl.no-148 item.no:17.05.2 | Loading & unloading of 9 mtr RCC/PSC poles
| No | 149.1 | 149.1 | 1.0 | False | None | None | False | None | False | 149.1 | 0 | 3222629 | 111085 | None | csr vol-6 Labour charges sl.no-01 item.no:1.1.1 p | Ordinary Soil
| Per Pit | 660.45 | 660.45 | 1.0 | False | None | None | False | None | False | 660.45 | 0 | 3222630 | 111085 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for | 4. Cement Concrete Drain Walls 35%
| Cum | 2323.7 | 2323.7 | 218.9 | False | None | None | False | None | False | 508657.93 | 0 | 3222631 | 111085 | None | PWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for | 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"
| Tonne | 82961.55 | 82961.55 | 19.2 | False | None | None | False | None | False | 1592861.76 | 0 | 3222632 | 111085 | None | csr vol-6 Labour charges sl.no-50 item.no:5.02 pag | Fixing of 4 Pin cross arm with insulator and Braces fixing | Each | 168.0 | 168.0 | 3.0 | False | None | None | False | None | False | 504.0 | 0 | 3222633 | 111085 | None | PWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023 | Providing and fixing board displaying information, such as 'Name of work, ender 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 hromate 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 olour 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. Asdirected by Engineer in Charge & MoRTH specification 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 3222634 | 111085 | None | csr vol-6 Labour charges sl.no-124 item.no:16.01 | Releasing Of Releasing &
Restringing/Tightenig of loose spans a) Weasel/Squirrel | Per Km | 1051.76 | 1051.76 | 0.1 | False | None | None | False | None | False | 105.176 | 0 | 3222635 | 111085 | None | csr vol-6 Labour chargessl.no-64 item.no:6.01 pag | Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps
| Per Km | 3339.0 | 3339.0 | 0.1 | False | None | None | False | None | False | 333.9 | 0 | 3222636 | 111085 | None | KPTCL SR | 280014 LT 4 Pin Cross Arm - GI
| No | 444.15 | 444.15 | 3.0 | False | None | None | False | None | False | 1332.45 | 0 | 3222637 | 111085 | None | csr vol-6 part-II item.no:11.8.2 page-46 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to70 degrees | No | 4225.2 | 4225.2 | 2.0 | False | None | None | False | None | False | 8450.4 | 0 | 3222638 | 111085 | None | KPTCL SR | Releasing Of Ordinary Soil
| No | 475.34 | 475.34 | 3.0 | False | None | None | False | None | False | 1426.02 | 0 | 3222639 | 111085 | None | csr vol-6 Labour charges sl.no-30 item.no:2.02 pag | Erection of RCC/PSC
poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 2.0 | False | None | None | False | None | False | 2337.3 | 0 | 3222640 | 111085 | None | csr vol-6 Labour charges sl.no-30 item.no:2.02 pag | Erection of RCC/PSC
poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 1.0 | False | None | None | False | None | False | 1168.65 | 0 |
|
|
---|