tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1720230757000 | 0 | None | None | Roads | IMPROVEMENTS TO NANJANGUD-CHAMARAJANAGAR KALANAHUNDI VIA HEGGOTARA ROAD FROM CH. 0.00 TO 5.00KM IN CHAMARAJANAGAR TALUK & DISTRICT. | 57825442.78 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3462176 | 123433 | None | P.No-144, I.No-16.8-b PWD SR VOL-3 2023-24 | 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.
B) Mechanical Means
(Rate Including GST) | m | 29.5 | 29.5 | 5880.0 | False | None | None | False | None | False | 173460.0 | 0 | 3462177 | 123433 | None | P.No-17, I.No-3.5 PWD SR VOL-3 2023-24 | 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
(Rate Including GST) | Sqm | 7.08 | 7.08 | 15600.0 | False | None | None | False | None | False | 110448.0 | 0 | 3462178 | 123433 | None | P.No-17, I.No-3.4 PWD SR VOL-3 2023-24 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator
(Rate Including GST) | Sqm | 5.9 | 5.9 | 37500.0 | False | None | None | False | None | False | 221250.0 | 0 | 3462179 | 123433 | None | P.No-17, I.No-3.6 PWD SR VOL-3 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
(Rate Including GST) | Cum | 581.74 | 581.74 | 5512.5 | False | None | None | False | None | False | 3206841.75 | 0 | 3462180 | 123433 | None | P.No-23, I.No-4.1-A-v PWD SR VOL-3 2023-24 | 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
For Grading -V Material
(Rate Including GST) | Cum | 2934.66 | 2934.66 | 4934.88 | False | None | None | False | None | False | 14482194.9408 | 0 | 3462181 | 123433 | None | P.No-26, I.No-4.17 PWD SR VOL-3 2023-24 | 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.
(Rate Including GST) | Cum | 3019.62 | 3019.62 | 5919.4 | False | None | None | False | None | False | 17874338.628 | 0 | 3462182 | 123433 | None | P.No-31, I.No-5.1 PWD SR VOL-3 2023-24 | Prime Coat over WMM/WBM 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.
(Rate Including GST) | Sqm | 48.38 | 48.38 | 22847.6 | False | None | None | False | None | False | 1105366.888 | 0 | 3462183 | 123433 | None | P.No-43, I.No-5.33 PWD SR VOL-3 2023-24 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using
pressure distributor at the rate of 0.25 kg/m2
on Granular
Surface.
(Rate Including GST) | Sqm | 17.7 | 17.7 | 22847.6 | False | None | None | False | None | False | 404402.52 | 0 | 3462184 | 123433 | None | P.No-16, I.No-3.11 PWD SR VOL-3 2023-24 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.
(Rate Including GST) | Sqm | 4.72 | 4.72 | 37800.0 | False | None | None | False | None | False | 178416.0 | 0 | 3462185 | 123433 | None | P.No-32, I.No-5.8 ii-C PWD SR VOL-3 2023-24 | Providing and laying Bituminous Macadam with 40/60 TPH
capacity hot mix plant using crushed aggregates of specified
grading premixed with bituminous binder VG-30 @ 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
(Rate Including GST) | Cum | 9039.98 | 9039.98 | 1142.38 | False | None | None | False | None | False | 10327092.3524 | 0 | 3462186 | 123433 | None | P.No-43, I.No-5.31 PWD SR VOL-3 2023-24 | 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
(Rate Including GST) | Cum | 11979.36 | 11979.36 | 571.19 | False | None | None | False | None | False | 6842490.6384 | 0 | 3462187 | 123433 | None | P.No-9, I.No-2.5-ii-a PWD SR VOL-3 2023-24 | Clearing and grubbing road land including uprooting rank vegetation, grass,
bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier
4 of 42
eprocurement
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.
(ii) By Mechanical means using dozer
A In area of light jungle
(Rate Including GST) | 100 Sqm | 463.74 | 463.74 | 50.4 | False | None | None | False | None | False | 23372.496 | 0 | 3462188 | 123433 | None | P.No-7, I.No-1.7 PWD SR VOL-1 2023-24 | 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.
(Rate Including GST) | Cum | 140.42 | 140.42 | 705.6 | False | None | None | False | None | False | 99080.352 | 0 | 3462189 | 123433 | None | P.No-7, I.No-1.8 PWD SR VOL-1 2023-24 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
(Rate Including GST) | Cum | 559.32 | 559.32 | 4964.4 | False | None | None | False | None | False | 2776688.208 | 0 |
| 1720230757000 | 0 | None | None | Roads | Road Furniture | 679094.72 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3462190 | 123434 | None | P.No-67, I.No-8.15 PWD SR VOL-3 2023-24 | 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.
(Rate Including GST) | Sqm | 625.4 | 625.4 | 870.0 | False | None | None | False | None | False | 544098.0 | 0 | 3462191 | 123434 | None | P.No-74, I.No-8.43 PWD SR VOL-3 2023-24 | 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.
(Rate Including GST) | Nos | 430.7 | 430.7 | 150.0 | False | None | None | False | None | False | 64605.0 | 0 | 3462192 | 123434 | None | P.No-65, I.No-8.7 PWD SR VOL-3 2023-24 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
(Rate Including GST) | Sqm | 10631.8 | 10631.8 | 1.8 | False | None | None | False | None | False | 19137.24 | 0 | 3462193 | 123434 | None | P.No-64, I.No-8.6-A-iv PWD SR VOL-3 2023-24 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.
60 cm equilateral triangle
(Rate Including GST) | Each | 4252.72 | 4252.72 | 6.0 | False | None | None | False | None | False | 25516.32 | 0 | 3462194 | 123434 | None | P.No-67, I.No-8.16-iii PWD SR VOL-3 2023-24 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
200m stone (precast)
(Rate Including GST) | Each | 993.56 | 993.56 | 12.0 | False | None | None | False | None | False | 11922.72 | 0 | 3462195 | 123434 | None | P.No-67, I.No-8.16-ii PWD SR VOL-3 2023-24 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Ordinary kilometer stone (precast)
(Rate Including GST) | Each | 3453.86 | 3453.86 | 4.0 | False | None | None | False | None | False | 13815.44 | 0 |
| 1720230757000 | 0 | None | None | Roads | CONSTRUCTION OF 1.00 x 1.00m x 1VENT BOX CULVERT (10m WIDTH) AT CH. 4.500, 4.700, 5.000, 6.600, 7.000 km | 1878753.42 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3462196 | 123435 | None | P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
(Rate Including GST) | Cum | 120.36 | 120.36 | 165.03 | False | None | None | False | None | False | 19863.0108 | 0 | 3462197 | 123435 | None | P.No-15, I.No-2.1.3 PWD SR VOL-1 2023-24 | 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
(Rate Including GST) | Cum | 7067.02 | 7067.02 | 18.16 | False | None | None | False | None | False | 128337.0832 | 0 | 3462198 | 123435 | None | P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24 | 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
(Rate Including GST) | Cum | 7461.14 | 7461.14 | 111.75 | False | None | None | False | None | False | 833782.395 | 0 | 3462199 | 123435 | None | P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24 | Additionalities for Formwork, Centering & Scaffolding for Sub structure including cost and conveyance of all materials, Labour, hire, charges of machineries and equipment, lead and lift, loadingand unloading charges transportation and all other incidental charges etc. complete the work shall carried out as per technical detailed specfications and as per direction of engineer in charge for drain 20%
(Rate Including GST) | Cum | 1492.23 | 1492.23 | 111.75 | False | None | None | False | None | False | 166756.7025 | 0 | 3462200 | 123435 | None | I No 2.11 (h)Page 18 Vol 1 2023-24 | 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 All other type of structures
(Rate Including GST) | t | 93232.98 | 93232.98 | 7.83 | False | None | None | False | None | False | 730014.2334 | 0 |
| 1720230757000 | 0 | None | None | Roads | Maintenance of road Upto 5 Years (Including 2 years Contract period) | 405168.89 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3462201 | 123436 | None | P.No-9, I.No-2.6 PWD SR VOL-3 2023-24 | Clearing and grubbing road land including weeds, shrubs, bushes, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle -. By Mechanical Means using weed cutter (heavy) | 100 Sqm | 401.2 | 401.2 | 50.4 | False | None | None | False | None | False | 20220.48 | 0 | 3462202 | 123436 | None | P.No-9, I.No-2.6 PWD SR VOL-3 2023-24 | Clearing and grubbing road land including weeds, shrubs, bushes, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle -. By Mechanical Means using weed cutter (heavy) | 100 Sqm | 401.2 | 401.2 | 50.4 | False | None | None | False | None | False | 20220.48 | 0 | 3462203 | 123436 | None | P.No-9, I.No-2.6 PWD SR VOL-3 2023-24 | Clearing and grubbing road land including weeds, shrubs, bushes, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle -. By Mechanical Means using weed cutter (heavy) | 100 Sqm | 401.2 | 401.2 | 50.4 | False | None | None | False | None | False | 20220.48 | 0 | 3462204 | 123436 | None | P.NO.93 I.NO.10.15 V-3 2023-24 | Patching of shallow potholes on asphalt surfaces by using
Semi Dense Bituminous Concrete 25mm thickness. The Cost is
inclusive of removing the failed materials & cleaning on the road
surface, preparation of potholes to the required standards sizes
before patching them and application of tack coat at 0.20 kg/
m2 over the asphalt surface including lead, loading unloading,
rolling and finishing etc., complete as per specification. ) | Sqm | 310.34 | 310.34 | 113.75 | False | None | None | False | None | False | 35301.175 | 0 | 3462205 | 123436 | None | P.NO.93 I.NO.10.15 V-3 2023-24 | Patching of shallow potholes on asphalt surfaces by using
Semi Dense Bituminous Concrete 25mm thickness. The Cost is
inclusive of removing the failed materials & cleaning on the road
surface, preparation of potholes to the required standards sizes
before patching them and application of tack coat at 0.20 kg/
m2 over the asphalt surface including lead, loading unloading,
rolling and finishing etc., complete as per specification. ) | Sqm | 310.34 | 310.34 | 227.5 | False | None | None | False | None | False | 70602.35 | 0 | 3462206 | 123436 | None | P.No : 91, I.No : 10.2 ,V-3 2023-24 | Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment | Sqm | 114.46 | 114.46 | 210.0 | False | None | None | False | None | False | 24036.6 | 0 | 3462207 | 123436 | None | P.No : 91, I.No : 10.2 ,V-3 2023-24 | Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment | Sqm | 114.46 | 114.46 | 210.0 | False | None | None | False | None | False | 24036.6 | 0 | 3462208 | 123436 | None | P.No : 147, I.No :16.19 Vol-3 2023-24 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Mtr | 7.08 | 7.08 | 8400.0 | False | None | None | False | None | False | 59472.0 | 0 | 3462209 | 123436 | None | P.No : 147, I.No :16.19 Vol-3 2023-24 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Mtr | 7.08 | 7.08 | 8400.0 | False | None | None | False | None | False | 59472.0 | 0 | 3462210 | 123436 | None | P.No : 147, I.No : 16.22 Vol-3 2023-24 | Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 | Km | 2341.12 | 2341.12 | 4.2 | False | None | None | False | None | False | 9832.704 | 0 | 3462211 | 123436 | None | P.No : 148 I.No :16.24 (i) Vol-3 2023-24 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint | Km | 243.08 | 243.08 | 4.2 | False | None | None | False | None | False | 1020.936 | 0 | 3462212 | 123436 | None | P.No : 148 I.No :16.24 (ii) Vol-3 2023-24 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade | Km | 1339.3 | 1339.3 | 4.2 | False | None | None | False | None | False | 5625.06 | 0 | 3462213 | 123436 | None | P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 228.93 | False | None | None | False | None | False | 27554.0148 | 0 | 3462214 | 123436 | None | P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 228.93 | False | None | None | False | None | False | 27554.0148 | 0 |
| 1720230757000 | 0 | None | None | Roads | Reasphalt | 7154721.47 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3462215 | 123437 | None | P.No-43, I.No-5.32 PWD SR VOL-3 2023-24 | Providing and applying tack coat with VG-10 Bitumen using
pressure distributor at the rate of 0.20 kg/m2
on the prepared
bituminous surface cleaned with mechanical broom
(Rate Including GST) | Sqm | 14.16 | 14.16 | 22811.6 | False | None | None | False | None | False | 323012.256 | 0 | 3462216 | 123437 | None | P.No-43, I.No-5.31 PWD SR VOL-3 2023-24 | 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
(Rate Including GST) | Cum | 11979.36 | 11979.36 | 570.29 | False | None | None | False | None | False | 6831709.2144 | 0 |
| 1720230757000 | 0 | None | None | Roads | Pole Shifting | 326411.83 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3462217 | 123438 | None | 001(Bescom Part,Pg 44, I.No 2.02 | PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom ,Pg 3 I.No 1.06) Labour | No | 6268.16 | 6268.16 | 15.0 | False | None | None | False | None | False | 94022.4 | 0 | 3462218 | 123438 | None | Bescom Part Pg 45, I.No 52 5.04 | 11 kV, Horizontal Cross Arm - Galvanised Iron(GI) (Bescom Pg 2, I.No IX a) Labour | No | 763.46 | 763.46 | 18.0 | False | None | None | False | None | False | 13742.28 | 0 | 3462219 | 123438 | None | Bescom, Pg 5, I.No 52 6.06 | 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) | Set | 241.9 | 241.9 | 45.0 | False | None | None | False | None | False | 10885.5 | 0 | 3462220 | 123438 | None | Bescom Pg 4, I.No 16 2.06) Labour Bescom Pg 45, | LT 4 Pin Cross Arm -GI (Bescom Pg 4, I.No 16/2.06) Labour (Bescom Pg 45, I.No 50/5.02) | No | 636.02 | 636.02 | 15.0 | False | None | None | False | None | False | 9540.3 | 0 | 3462221 | 123438 | None | Bescom Pg 5, I.No 51 6.05 | 1.1 kV Ceramic Pin Insulator | No | 102.66 | 102.66 | 45.0 | False | None | None | False | None | False | 4619.7 | 0 | 3462222 | 123438 | None | Bescom Pg 5, I.No53 6.07 | No.8 Strain Insulators | No | 31.86 | 31.86 | 30.0 | False | None | None | False | None | False | 955.8 | 0 | 3462223 | 123438 | None | Bescom Pg 5, I.No59-7.02 Pg 46, I No.67-7.02 | Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM 3% Accessories | Km | 62367.74 | 62367.74 | 1.0 | False | None | None | False | None | False | 62367.74 | 0 | 3462224 | 123438 | None | Bescom Part-III, Pg 3, I.No XX a P-46 I No.68-7.01 | Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM ) 3% Accessories | Km | 38598.94 | 38598.94 | 2.0 | False | None | None | False | None | False | 77197.88 | 0 | 3462225 | 123438 | None | Bescom Part,Pg 44, I.No 2.02 | Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL Labour (1113*1.9) ( | No | 2495.34 | 2495.34 | 5.0 | False | None | None | False | None | False | 12476.7 | 0 | 3462226 | 123438 | None | Bescom Part- Pg 45, I.No 52 5.04) | Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole Labour (160*1.9) | No | 358.72 | 358.72 | 5.0 | False | None | None | False | None | False | 1793.6 | 0 | 3462227 | 123438 | None | Bescom Pg 45, I.No 50 5.02 | Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS Labour (160*1.9) | No | 358.72 | 358.72 | 3.0 | False | None | None | False | None | False | 1076.16 | 0 | 3462228 | 123438 | None | Bescom Pg 46, I.No 67 7.02 | Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM Labour (5233*1.9)Labour | Km | 11732.38 | 11732.38 | 0.6 | False | None | None | False | None | False | 7039.428 | 0 | 3462229 | 123438 | None | Bescom, Pg 46, I.No 68 7.01 | Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM Labour (3975*1.9) | Km | 8911.95 | 8911.95 | 1.2 | False | None | None | False | None | False | 10694.34 | 0 | 3462230 | 123438 | None | 001 Bescom Deposit Charges | Chescom Charges | LS | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 |
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