tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1707288995000 | 1 | None | None | Roads | Construction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency) | 3852253.85 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2491363 | 75422 | None | SR of Roads and bridge Vol 1 DSR I.No. 1.12 P.No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
| Cum | 99.75 | 99.75 | 11.25 | False | None | None | False | None | False | 1122.1875 | 0 | 2491364 | 75422 | None | SR of Roads and bridge Vol 3 DSR I.No. 4.17 406 A | 4.17 406 Wet Mix Macadam (Plant Mix Method) 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. m3 2,559.00
| Cum | 2686.95 | 2686.95 | 15.0 | False | None | None | False | None | False | 40304.25 | 0 | 2491365 | 75422 | None | SR of Roads and bridge Vol 3 DSR I.No. 5.1 P.No 31 | 5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.
"
| Sqm | 43.05 | 43.05 | 4483.5 | False | None | None | False | None | False | 193014.675 | 0 | 2491366 | 75422 | None | Common S R Vol 3 DSR I.No.5.9 C.1P.No 33 for 2023- | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction m3 7,964.00
"
| Cum | 8362.2 | 8362.2 | 224.17 | False | None | None | False | None | False | 1874554.374 | 0 | 2491367 | 75422 | None | SR of Roads and bridge Vol 3 DSR I.No.Morth 5.3 P. | 5.3 503 (i) tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 12.00
"
| Sqm | 12.6 | 12.6 | 4483.5 | False | None | None | False | None | False | 56492.1 | 0 | 2491368 | 75422 | None | Common S R Vol 3 DSR I.No.21-A1 P.No 43 for 2023- | Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.
"
| Cum | 10659.6 | 10659.6 | 112.09 | False | None | None | False | None | False | 1194834.564 | 0 | 2491369 | 75422 | None | PWD Common SR Volume 3 S.No.8.32 (h) P.No.18 for 2 | Solar Raised Pavement Markers
Supplying & fixing of Solar Raised Pavement Markers made of
polycarbonate molded body with circular shape, solar
powered, LED self illumination in active mode, 360 degree
illumination and reflective panels with micro prismatic lens
capable of providing total internal reflection of the light
entering the lens face in passive mode. The marker shall
support a load of 20000 kg tested in accordance to ASTM
D 4280. The marker should be resistant to dust and water
ingress according to IP 65 standards and should withstand
tempertures in the range of 0 C to 70 C. Color of lighting
could be provided in red or yellow (amber) as per requirement
and typicl frequency of blinking is 1 Hz. There should be
current losses of less than 20 microamperes at 2.4 V in
sleepcharging mode to enhance the life of the marker and a
full charge should provide for a minimum autonomy of 50
hours. The height, width and length of the marker shall not"
| Each | 2205.0 | 2205.0 | 100.0 | False | None | None | False | None | False | 220500.0 | 0 | 2491370 | 75422 | None | PWD Common SR Volume 3 S.No.8.13 (i) P.No.66 for | Painting lines, dashes, arrows etc on roads in two coats on
new work with ready mixed road marking paint conforming
to IS:164:2015 on bituminous surface, including cleaning the
surface of all dirt, dust and other foreign matter, demarcation
at site and traffic control (i) Over 10 cm in width "
| Sqm | 213.15 | 213.15 | 240.0 | False | None | None | False | None | False | 51156.0 | 0 | 2491371 | 75422 | 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 | 36.45 | False | None | None | False | None | False | 3903.795 | 0 | 2491372 | 75422 | None | PWD Common SR Volume 1 S.No.2.1.2 P.No.15 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 | 5947.2 | 5947.2 | 6.08 | False | None | None | False | None | False | 36158.976 | 0 | 2491373 | 75422 | 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 | 6971.11 | 6971.11 | 9.0 | False | None | None | False | None | False | 62739.99 | 0 | 2491374 | 75422 | 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 | 9.0 | False | None | None | False | None | False | 20913.3 | 0 | 2491375 | 75422 | 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 | 1.05 | False | None | None | False | None | False | 87109.6275 | 0 | 2491376 | 75422 | 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 |
| 1707288995000 | 1 | None | None | Roads | Construction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency) | 314934.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2491377 | 75423 | 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 | 10.0 | False | None | None | False | None | False | 44089.5 | 0 | 2491378 | 75423 | 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 | 10.0 | False | None | None | False | None | False | 74298.0 | 0 | 2491379 | 75423 | None | KPTCL SR | 280014 LT 4 Pin Cross Arm - GI | No | 397.95 | 397.95 | 20.0 | False | None | None | False | None | False | 7959.0 | 0 | 2491380 | 75423 | None | KPTCL SR | 27901220-Stud pole guy using 8 Mtr Long
| No | 4800.6 | 4800.6 | 3.0 | False | None | None | False | None | False | 14401.8 | 0 | 2491381 | 75423 | None | KPTCL SR | 2811101-Guy with Complete set | Set (1) | 1228.5 | 1228.5 | 3.0 | False | None | None | False | None | False | 3685.5 | 0 | 2491382 | 75423 | 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 | 60.0 | False | None | None | False | None | False | 1953.0 | 0 | 2491383 | 75423 | 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 | 60.0 | False | None | None | False | None | False | 2205.0 | 0 | 2491384 | 75423 | 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 | 15.0 | False | None | None | False | None | False | 425.25 | 0 | 2491385 | 75423 | None | csr vol-6 part-II sl.no-58 item.no:7.01 page-5 | 284105-Weasel ACSR Conductor
| Km | 29293.95 | 29293.95 | 0.75 | False | None | None | False | None | False | 21970.4625 | 0 | 2491386 | 75423 | 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 | No | 4225.2 | 4225.2 | 14.0 | False | None | None | False | None | False | 59152.8 | 0 | 2491387 | 75423 | None | csr vol-6 part-II item.no:5.48 page-21 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers
| No | 5085.15 | 5085.15 | 5.0 | False | None | None | False | None | False | 25425.75 | 0 | 2491388 | 75423 | None | KPTCL SR | Releasing Of Ordinary Soil | No | 475.34 | 475.34 | 20.0 | False | None | None | False | None | False | 9506.8 | 0 | 2491389 | 75423 | None | csr vol-6 Labour charges sl.no-30 item.no:2.02 | Erection of RCC/PSC
poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 10.0 | False | None | None | False | None | False | 11686.5 | 0 | 2491390 | 75423 | 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 | 10.0 | False | None | None | False | None | False | 1491.0 | 0 | 2491391 | 75423 | None | csr vol-6 Labour charges sl.no-03 item.no:1.1.1 | Ordinary Soil
| No | 660.45 | 660.45 | 10.0 | False | None | None | False | None | False | 6604.5 | 0 | 2491392 | 75423 | 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 | 10.0 | False | None | None | False | None | False | 11686.5 | 0 | 2491393 | 75423 | 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 | 10.0 | False | None | None | False | None | False | 1491.0 | 0 | 2491394 | 75423 | None | csr vol-6 Labour charges sl.no-01 item.no:1.1.1 pa | Ordinary Soil
| Per Pit | 660.45 | 660.45 | 10.0 | False | None | None | False | None | False | 6604.5 | 0 | 2491395 | 75423 | None | csr vol-6 Labour charges sl.no-50 item.no:5.02 | Fixing of 4 Pin cross arm with insulator and Braces fixing
| Each | 168.0 | 168.0 | 20.0 | False | None | None | False | None | False | 3360.0 | 0 | 2491396 | 75423 | None | Labour charges sl.no-26 item.no:1.7.2 page-4 | Hard Soil
| Per Pit | 660.45 | 660.45 | 3.0 | False | None | None | False | None | False | 1981.35 | 0 | 2491397 | 75423 | None | csr vol-6Labour charges sl.no-58 item.no:5.1 page- | a) Fixing of GUY Sets with break insulators 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) | Per Set | 211.05 | 211.05 | 3.0 | False | None | None | False | None | False | 633.15 | 0 | 2491398 | 75423 | None | csr vol-6 Labour chargessl.no-25 item.no:1.7.1 pag | Ordinary Soil
| Per Pit | 343.35 | 343.35 | 3.0 | False | None | None | False | None | False | 1030.05 | 0 | 2491399 | 75423 | None | csr vol-6 Labour charges sl.no-124 item.no:16.01 p | Releasing Of Releasing &
Restringing/Tightenig of loose spans a) Weasel/Squirrel | Per Km | 1051.79 | 1051.79 | 0.75 | False | None | None | False | None | False | 788.8425 | 0 | 2491400 | 75423 | None | csr vol-6 Labour chargessl.no-64 item.no:6.01 page | 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 | 0.75 | False | None | None | False | None | False | 2504.25 | 0 |
| 1707305906000 | 0 | None | None | Roads | Construction of B T Road and cc drain at Kote Area ward no 24 , sindhanur CMC limit sindhanur taluku (sindhanur Constituency)RCH2320243180 GEN | 4167188.35 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2498622 | 75754 | None | SR of Roads and bridge Vol 1 DSR I.No. 1.12 P.No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth
| Cum | 99.75 | 99.75 | 11.25 | False | None | None | False | None | False | 1122.1875 | 0 | 2498636 | 75754 | 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 | 10.0 | False | None | None | False | None | False | 44089.5 | 0 | 2498623 | 75754 | None | SR of Roads and bridge Vol 3 DSR I.No. 4.17 406 A | 4.17 406 Wet Mix Macadam (Plant Mix Method) 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. m3 2,559.00
| Cum | 2686.95 | 2686.95 | 15.0 | False | None | None | False | None | False | 40304.25 | 0 | 2498637 | 75754 | 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 | 10.0 | False | None | None | False | None | False | 74298.0 | 0 | 2498624 | 75754 | None | SR of Roads and bridge Vol 3 DSR I.No. 5.1 P.No 31 | 5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.
"
| Sqm | 43.05 | 43.05 | 4483.5 | False | None | None | False | None | False | 193014.675 | 0 | 2498638 | 75754 | None | KPTCL SR | 280014 LT 4 Pin Cross Arm - GI | No | 397.95 | 397.95 | 20.0 | False | None | None | False | None | False | 7959.0 | 0 | 2498625 | 75754 | None | Common S R Vol 3 DSR I.No.5.9 C.1P.No 33 for 2023- | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction m3 7,964.00
"
| Cum | 8362.2 | 8362.2 | 224.17 | False | None | None | False | None | False | 1874554.374 | 0 | 2498639 | 75754 | None | KPTCL SR | 27901220-Stud pole guy using 8 Mtr Long
| No | 4800.6 | 4800.6 | 3.0 | False | None | None | False | None | False | 14401.8 | 0 | 2498640 | 75754 | None | KPTCL SR | 2811101-Guy with Complete set | Set (1) | 1228.5 | 1228.5 | 3.0 | False | None | None | False | None | False | 3685.5 | 0 | 2498626 | 75754 | None | SR of Roads and bridge Vol 3 DSR I.No.Morth 5.3 P. | 5.3 503 (i) tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 12.00
"
| Sqm | 12.6 | 12.6 | 4483.5 | False | None | None | False | None | False | 56492.1 | 0 | 2498627 | 75754 | None | Common S R Vol 3 DSR I.No.21-A1 P.No 43 for 2023- | Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.
"
| Cum | 10659.6 | 10659.6 | 112.09 | False | None | None | False | None | False | 1194834.564 | 0 | 2498641 | 75754 | 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 | 60.0 | False | None | None | False | None | False | 1953.0 | 0 | 2498628 | 75754 | None | PWD Common SR Volume 3 S.No.8.32 (h) P.No.18 for 2 | Solar Raised Pavement Markers
Supplying & fixing of Solar Raised Pavement Markers made of
polycarbonate molded body with circular shape, solar
powered, LED self illumination in active mode, 360 degree
illumination and reflective panels with micro prismatic lens
capable of providing total internal reflection of the light
entering the lens face in passive mode. The marker shall
support a load of 20000 kg tested in accordance to ASTM
D 4280. The marker should be resistant to dust and water
ingress according to IP 65 standards and should withstand
tempertures in the range of 0 C to 70 C. Color of lighting
could be provided in red or yellow (amber) as per requirement
and typicl frequency of blinking is 1 Hz. There should be
current losses of less than 20 microamperes at 2.4 V in
sleepcharging mode to enhance the life of the marker and a
full charge should provide for a minimum autonomy of 50
hours. The height, width and length of the marker shall not"
| Each | 2205.0 | 2205.0 | 100.0 | False | None | None | False | None | False | 220500.0 | 0 | 2498642 | 75754 | 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 | 60.0 | False | None | None | False | None | False | 2205.0 | 0 | 2498629 | 75754 | None | PWD Common SR Volume 3 S.No.8.13 (i) P.No.66 for | Painting lines, dashes, arrows etc on roads in two coats on
new work with ready mixed road marking paint conforming
to IS:164:2015 on bituminous surface, including cleaning the
surface of all dirt, dust and other foreign matter, demarcation
at site and traffic control (i) Over 10 cm in width "
| Sqm | 213.15 | 213.15 | 240.0 | False | None | None | False | None | False | 51156.0 | 0 | 2498643 | 75754 | 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 | 15.0 | False | None | None | False | None | False | 425.25 | 0 | 2498644 | 75754 | None | csr vol-6 part-II sl.no-58 item.no:7.01 page-5 | 284105-Weasel ACSR Conductor
| Km | 29293.95 | 29293.95 | 0.75 | False | None | None | False | None | False | 21970.4625 | 0 | 2498630 | 75754 | 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 | 36.45 | False | None | None | False | None | False | 3903.795 | 0 | 2498631 | 75754 | None | PWD Common SR Volume 1 S.No.2.1.2 P.No.15 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 | 5947.2 | 5947.2 | 6.08 | False | None | None | False | None | False | 36158.976 | 0 | 2498645 | 75754 | 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 | No | 4225.2 | 4225.2 | 14.0 | False | None | None | False | None | False | 59152.8 | 0 | 2498646 | 75754 | None | csr vol-6 part-II item.no:5.48 page-21 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers
| No | 5085.15 | 5085.15 | 5.0 | False | None | None | False | None | False | 25425.75 | 0 | 2498632 | 75754 | 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 | 6971.11 | 6971.11 | 9.0 | False | None | None | False | None | False | 62739.99 | 0 | 2498647 | 75754 | None | KPTCL SR | Releasing Of Ordinary Soil | No | 475.34 | 475.34 | 20.0 | False | None | None | False | None | False | 9506.8 | 0 | 2498633 | 75754 | 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 | 9.0 | False | None | None | False | None | False | 20913.3 | 0 | 2498648 | 75754 | None | csr vol-6 Labour charges sl.no-30 item.no:2.02 | Erection of RCC/PSC
poles 9 to 10 mtr long but in a pit of 1.8 mtr depth | No | 1168.65 | 1168.65 | 10.0 | False | None | None | False | None | False | 11686.5 | 0 | 2498634 | 75754 | 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 | 1.05 | False | None | None | False | None | False | 87109.6275 | 0 | 2498649 | 75754 | 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 | 10.0 | False | None | None | False | None | False | 1491.0 | 0 | 2498635 | 75754 | 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 | 2498650 | 75754 | None | csr vol-6 Labour charges sl.no-03 item.no:1.1.1 | Ordinary Soil
| No | 660.45 | 660.45 | 10.0 | False | None | None | False | None | False | 6604.5 | 0 | 2498651 | 75754 | 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 | 10.0 | False | None | None | False | None | False | 11686.5 | 0 | 2498652 | 75754 | 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 | 10.0 | False | None | None | False | None | False | 1491.0 | 0 | 2498653 | 75754 | None | csr vol-6 Labour charges sl.no-01 item.no:1.1.1 pa | Ordinary Soil
| Per Pit | 660.45 | 660.45 | 10.0 | False | None | None | False | None | False | 6604.5 | 0 | 2498654 | 75754 | None | csr vol-6 Labour charges sl.no-50 item.no:5.02 | Fixing of 4 Pin cross arm with insulator and Braces fixing
| Each | 168.0 | 168.0 | 20.0 | False | None | None | False | None | False | 3360.0 | 0 | 2498655 | 75754 | None | Labour charges sl.no-26 item.no:1.7.2 page-4 | Hard Soil
| Per Pit | 660.45 | 660.45 | 3.0 | False | None | None | False | None | False | 1981.35 | 0 | 2498656 | 75754 | None | csr vol-6Labour charges sl.no-58 item.no:5.1 page- | a) Fixing of GUY Sets with break insulators 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) | Per Set | 211.05 | 211.05 | 3.0 | False | None | None | False | None | False | 633.15 | 0 | 2498657 | 75754 | None | csr vol-6 Labour chargessl.no-25 item.no:1.7.1 pag | Ordinary Soil
| Per Pit | 343.35 | 343.35 | 3.0 | False | None | None | False | None | False | 1030.05 | 0 | 2498658 | 75754 | None | csr vol-6 Labour charges sl.no-124 item.no:16.01 p | Releasing Of Releasing &
Restringing/Tightenig of loose spans a) Weasel/Squirrel | Per Km | 1051.79 | 1051.79 | 0.75 | False | None | None | False | None | False | 788.8425 | 0 | 2498659 | 75754 | None | csr vol-6 Labour chargessl.no-64 item.no:6.01 page | 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 | 0.75 | False | None | None | False | None | False | 2504.25 | 0 |
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