| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708440462000 | 0 | None | None | Roads | Construction of roads | 68646058.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721734 | 86094 | None | CSR 2023-2024 Item No. 2.5 (ii) B vol 3 Pg.No. 9 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.9 By Mechanical Means -in light-thorny jungle | 100 Sqm | 508.2 | 508.2 | 117.35 | False | None | None | False | None | False | 59637.27 | 0 | | 2721735 | 86094 | None | CSR 2023-2024 Item No. 3.5 vol 3 Pg.No. 17 | 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 | Sqm | 6.3 | 6.3 | 14345.63 | False | None | None | False | None | False | 90377.469 | 0 | | 2721736 | 86094 | None | CSR 2023-2024 Item No. 16.8 (B) vol 3 Pg.No. 144 | Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by Mechanical means | m | 26.25 | 26.25 | 10019.46 | False | None | None | False | None | False | 263010.825 | 0 | | 2721737 | 86094 | None | CSR 2023-2024 Item No. 1.12 vol 1 Pg.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 | 5448.0 | False | None | None | False | None | False | 543438.0 | 0 | | 2721738 | 86094 | None | CSR 2023-2024 Item No. 1.7 (ii) vol 1 Pg.No. 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) | Cum | 124.95 | 124.95 | 2836.74 | False | None | None | False | None | False | 354450.663 | 0 | | 2721739 | 86094 | None | CSR 2023-2024 Item No. 1.8 vol 1 Pg.No. 7 | 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. | Cum | 497.7 | 497.7 | 3864.88 | False | None | None | False | None | False | 1923550.776 | 0 | | 2721740 | 86094 | None | CSR 2023-2024 Item No. 3.6 vol 3 Pg.No. 17 | 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 | 7418.95 | False | None | None | False | None | False | 3840419.4675 | 0 | | 2721741 | 86094 | None | CSR 2023-2024 Item No. 3.6 vol 3 Pg.No. 17 | 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 | 8858.25 | False | None | None | False | None | False | 4585473.1125 | 0 | | 2721742 | 86094 | None | CSR 2023-2024 Item No. 4.2 (v) vol 3 Pg.No. 23 | 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 | Cum | 2476.95 | 2476.95 | 6570.82 | False | None | None | False | None | False | 16275592.599 | 0 | | 2721743 | 86094 | None | CSR 2023-2024 Item No. 4.17 vol 3 Pg.No. 26 | 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 | 6286.5 | False | None | None | False | None | False | 16891511.175 | 0 | | 2721744 | 86094 | None | CSR 2023-2024 Item No 5.1 A (i) vol 3 pg 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 27940.0 | False | None | None | False | None | False | 1202817.0 | 0 | | 2721745 | 86094 | None | CSR 2023-2024 Item No. 5.8 (ii) B vol 3 Pg.No. 32 | Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type 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 | Cum | 7955.85 | 7955.85 | 1397.0 | False | None | None | False | None | False | 11114322.45 | 0 | | 2721746 | 86094 | None | CSR 2023-2024 Item No. 5.32 vol 3 Pg.No. 43 | 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 | Sqm | 12.6 | 12.6 | 27940.0 | False | None | None | False | None | False | 352044.0 | 0 | | 2721747 | 86094 | None | CSR 2023-2024 Item No. 5.31 vol 3 Pg.No. 43 | 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 | 698.5 | False | None | None | False | None | False | 7445730.6 | 0 | | 2721748 | 86094 | None | CSR 2023-2024 item no 13.9 vol 3 pg 122 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 12426.75 | 12426.75 | 210.0 | False | None | None | False | None | False | 2609617.5 | 0 | | 2721749 | 86094 | None | CSR 2023-2024 Item No. 8.16 (ii) vol 3 Pg.No. 67 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8-1980 fixing in position including painting and printing, etc as per drawing and Technical Specification including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH specification No 804 | Each | 3073.35 | 3073.35 | 5.0 | False | None | None | False | None | False | 15366.75 | 0 | | 2721750 | 86094 | None | CSR 2023-2024 Item No. 8.16 (iii) vol 3 Pg.No. 67 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 | Each | 884.1 | 884.1 | 21.0 | False | None | None | False | None | False | 18566.1 | 0 | | 2721751 | 86094 | None | CSR 2023-2024 It No. 8.15 vol 3 Pg.No. 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 | Sqm | 556.5 | 556.5 | 1905.0 | False | None | None | False | None | False | 1060132.5 | 0 |
| | 1708440462000 | 0 | None | None | Roads | Road widening | 2277620.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721752 | 86095 | None | CSR 2023-2024 Item No. 2.5 (ii) B vol 3 Pg.No. 9 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.9 By Mechanical Means -in light-thorny jungle | Sqm | 508.2 | 508.2 | 20.79 | False | None | None | False | None | False | 10565.478 | 0 | | 2721753 | 86095 | None | CSR 2023-2024 Item No. 1.8 vol 1 Pg.No. 7 | 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. | Cum | 497.7 | 497.7 | 3450.0 | False | None | None | False | None | False | 1717065.0 | 0 | | 2721754 | 86095 | None | CSR 2023-2024 Item No. 10.2 vol 3 Pg.No. 91 | Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | Sqm | 101.85 | 101.85 | 5400.0 | False | None | None | False | None | False | 549990.0 | 0 |
| | 1708440462000 | 0 | None | None | Roads | Junction Improvements | 558085.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721755 | 86096 | None | CSR 2023-2024 Item No. 2.5 (ii) B vol 3 Pg.No. 9 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.9 By Mechanical Means -in light-thorny jungle | 100 Sqm | 508.2 | 508.2 | 2.15 | False | None | None | False | None | False | 1092.63 | 0 | | 2721756 | 86096 | None | CSR 2023-2024 Item No. 3.5 vol 3 Pg.No. 17 | 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 | Sqm | 6.3 | 6.3 | 585.0 | False | None | None | False | None | False | 3685.5 | 0 | | 2721757 | 86096 | None | CSR 2023-2024 Item No. 16.8 (B) vol 3 Pg.No. 144 | Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by Mechanical means | m | 26.25 | 26.25 | 180.0 | False | None | None | False | None | False | 4725.0 | 0 | | 2721758 | 86096 | None | CSR 2023-2024 Item No. 10.2 vol 3 Pg.No. 91 | Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | Sqm | 101.85 | 101.85 | 292.5 | False | None | None | False | None | False | 29791.125 | 0 | | 2721759 | 86096 | None | CSR 2023-2024 Item No 5.1 A (i) vol 3 pg 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 43.05 | 43.05 | 585.0 | False | None | None | False | None | False | 25184.25 | 0 | | 2721760 | 86096 | None | CSR 2023-2024 Item No. 5.9 (ii) B vol 3 Pg.No. 33 | Providing and laying Bituminous Macadam with 100 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 | Cum | 8197.35 | 8197.35 | 29.25 | False | None | None | False | None | False | 239772.4875 | 0 | | 2721761 | 86096 | None | CSR 2023-2024 Item No. 5.32 vol 3 Pg.No. 43 | 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 | Sqm | 12.6 | 12.6 | 585.0 | False | None | None | False | None | False | 7371.0 | 0 | | 2721762 | 86096 | None | CSR 2023-2024 Item No. 5.31 vol 3 Pg.No. 43 | 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 | 14.63 | False | None | None | False | None | False | 155949.948 | 0 | | 2721763 | 86096 | None | CSR 2023-2024 It No. 8.15 vol 3 Pg.No. 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 | Sqm | 556.5 | 556.5 | 33.75 | False | None | None | False | None | False | 18781.875 | 0 | | 2721764 | 86096 | None | CSR 2023-2024 It No. 8.6 A vol 3 Pg.No. 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022 1. 90 cm equilateral triangle (Cross Road Sign) | Each | 4748.0 | 4748.0 | 2.0 | False | None | None | False | None | False | 9496.0 | 0 | | 2721765 | 86096 | None | CSR 2023-2024 It No. 8.6 A vol 3 Pg.No. 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022 2. 75 cm equilateral triangle (Cross Road Sign) | Each | 4121.0 | 4121.0 | 2.0 | False | None | None | False | None | False | 8242.0 | 0 | | 2721766 | 86096 | None | CSR 2023-2024 It No. 8.6 A vol 3 Pg.No. 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022 3. 90 cm high octagon (Stop Sign) | Each | 6625.0 | 6625.0 | 4.0 | False | None | None | False | None | False | 26500.0 | 0 | | 2721767 | 86096 | None | CSR 2023-2024 It No. 8.6 A vol 3 Pg.No. 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022 1. 90 cm equilateral triangle (Y intersection Road Sign) | Each | 4748.0 | 4748.0 | 2.0 | False | None | None | False | None | False | 9496.0 | 0 | | 2721768 | 86096 | None | CSR 2023-2024 It No. 8.6 A vol 3 Pg.No. 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022 90 cm high octagon (Stop Sign | Each | 6625.0 | 6625.0 | 2.0 | False | None | None | False | None | False | 13250.0 | 0 | | 2721769 | 86096 | None | CSR 2023-2024 It No. 8.6 A vol 3 Pg.No. 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022 90 cm equilateral triangle (Merging traffic from right) | Each | 4748.0 | 4748.0 | 1.0 | False | None | None | False | None | False | 4748.0 | 0 |
| | 1708440462000 | 0 | None | None | Roads | CD Repairs | 43988.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721770 | 86097 | None | CSR 2023-2024 item No. 2.3 vol 3 Pg 9 | For Nala Trimming Km 0.420 U/S | 100 Sqm | 388.5 | 388.5 | 23.4 | False | None | None | False | None | False | 9090.9 | 0 | | 2721771 | 86097 | None | CSR 2023-2024 item No. 16.20 (ii) Vol 3 pg 147 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 | Nos | 4547.55 | 4547.55 | 4.0 | False | None | None | False | None | False | 18190.2 | 0 | | 2721772 | 86097 | None | CSR 2023-2024 item No. 2.5.1 vol 1 Pg 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. | Cum | 6961.5 | 6961.5 | 2.4 | False | None | None | False | None | False | 16707.6 | 0 |
| | 1708440462000 | 0 | None | None | Roads | Box Culverrt | 9198096.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721773 | 86098 | None | CSR 2023-2024 item No. 2.8 (ii) A vol 3 Pg 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead
(ii) By Mechanical Means
a Cement Concrete Grade M-15 & M-20 | Cum | 754.95 | 754.95 | 149.82 | False | None | None | False | None | False | 113106.609 | 0 | | 2721774 | 86098 | None | CSR 2023-2024 item No. 2.17 (ix) (C) vol 3 Pg 11 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. | m | 1442.7 | 1442.7 | 75.0 | False | None | None | False | None | False | 108202.5 | 0 | | 2721775 | 86098 | None | CSR 2023-2024 item no 1.14.1 vol 1 pg 8 | 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 | 107.1 | 107.1 | 1752.06 | False | None | None | False | None | False | 187645.626 | 0 | | 2721776 | 86098 | None | CSR 2023-2024 item no 2.1.4 vol 1 pg 15 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6838.7 | 6838.7 | 111.53 | False | None | None | False | None | False | 762720.211 | 0 | | 2721777 | 86098 | None | CSR 2023-2024 item no 2.2.3 vol 1 pg 15 | 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6969.6 | 6969.6 | 106.24 | False | None | None | False | None | False | 740450.304 | 0 | | 2721778 | 86098 | None | CSR 2023-2024 item no 2.3.2 vol 1 pg 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7128.0 | 7128.0 | 135.25 | False | None | None | False | None | False | 964062.0 | 0 | | 2721779 | 86098 | None | CSR 2023-2024 item no 2.3.2 vol 1 pg 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8100.0 | 8100.0 | 124.95 | False | None | None | False | None | False | 1012095.0 | 0 | | 2721780 | 86098 | None | CSR 2023-2024 item no 2.3.3 vol 1 pg 16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8256.25 | 8256.25 | 45.36 | False | None | None | False | None | False | 374503.5 | 0 | | 2721781 | 86098 | None | CSR 2023-2024 item no 2.11 (c) vol 1 pg 18 | 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
Sub structure of Bridges | Tonne | 90754.65 | 90754.65 | 30.5 | False | None | None | False | None | False | 2768016.825 | 0 | | 2721782 | 86098 | None | CSR 2022-2023 4th Qtr item no 2.5.3 vol 1 pg 16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7357.35 | 7357.35 | 47.25 | False | None | None | False | None | False | 347634.7875 | 0 | | 2721783 | 86098 | None | CSR 2023-2024 item no 12.3 (A) vol 3 pg 117 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification | Cum | 1226.4 | 1226.4 | 197.17 | False | None | None | False | None | False | 241809.288 | 0 | | 2721784 | 86098 | None | CSR 2023-2024 item no 12.4 vol 3 pg 117 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | Cum | 2810.85 | 2810.85 | 138.39 | False | None | None | False | None | False | 388993.5315 | 0 | | 2721785 | 86098 | None | CSR 2023-2024 item no 12. 2 vol 3 pg 117 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment/wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications MORTH Specification No. 2706 and 2200 | m | 250.95 | 250.95 | 18.0 | False | None | None | False | None | False | 4517.1 | 0 | | 2721786 | 86098 | None | CSR 2023-2024 item no 13.5 vol 3 pg 121 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications | m | 2377.2 | 2377.2 | 72.24 | False | None | None | False | None | False | 171728.928 | 0 | | 2721787 | 86098 | None | CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | Cum | 2007.6 | 2007.6 | 306.18 | False | None | None | False | None | False | 614686.968 | 0 | | 2721788 | 86098 | None | CSR 2023-2024 item no 14.4 (B) vol 3 pg 129 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
(B) Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 | Cum | 6686.4 | 6686.4 | 57.88 | False | None | None | False | None | False | 387008.832 | 0 | | 2721789 | 86098 | None | CSR 2022-2023 4th Qrt item no 13.15 (iii) vol 3 pg | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. | m | 242.55 | 242.55 | 45.0 | False | None | None | False | None | False | 10914.75 | 0 |
| | 1708440462000 | 0 | None | None | Roads | Diveesion to Box Culverts | 475548.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721790 | 86099 | None | CSR 2023-2024 Item No. 2.5 (ii) B vol 3 Pg.No. 9 | 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 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. | 100 Sqm | 508.2 | 508.2 | 3.6 | False | None | None | False | None | False | 1829.52 | 0 | | 2721791 | 86099 | None | CSR 2023-2024 Item No. 1.8 vol 1 Pg.No. 7 | 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. | Cum | 497.7 | 497.7 | 441.0 | False | None | None | False | None | False | 219485.7 | 0 | | 2721792 | 86099 | None | CSR 2023-2024 Item No. 3.6 vol 3 Pg.No. 17 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, ransporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 145.8 | False | None | None | False | None | False | 75473.37 | 0 | | 2721793 | 86099 | None | CSR 2023-2024 Item No. 4.2 (v) vol 3 Pg.No. 23 | 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 | Cum | 2476.95 | 2476.95 | 29.7 | False | None | None | False | None | False | 73565.415 | 0 | | 2721794 | 86099 | None | CSR 2023-2024 Item No. 4.17 vol 3 Pg.No. 26 | 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 | 39.15 | False | None | None | False | None | False | 105194.0925 | 0 |
| | 1708440462000 | 0 | None | None | Roads | Water Supply | 1033090.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721795 | 86100 | None | PWD DSR 2023-24 Vol-I I. No. 1.6.1 P. No. 6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required | Cum | 508.2 | 508.2 | 234.0 | False | None | None | False | None | False | 118918.8 | 0 | | 2721796 | 86100 | None | PWD DSR 2023-24 Vol-I I. No. 1.21 P. No. 10) | Earth work excavation for pipeline trenches by mechanical means as per
drawing and technical specification, including setting out, construction of
shoring, strutting, cost of blasting materials, barricading, caution lights,
bracing, using sight rails & bonding rods at every 100 mm wherever necessary
as directed, removal of stumps and other deleterious matter, dressing of sides
and levelling the bottom of trench to the extent required , utilising the available
excavated earth locally for the work and all other appurtenances to complete in
the following strata. | Cum | 720.45 | 720.45 | 468.0 | False | None | None | False | None | False | 337170.6 | 0 | | 2721797 | 86100 | None | Item No. 2.20 of P.No. 63 of RWS 2023-24 | Prividing Murrum or gravel bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc complete. | Cum | 383.25 | 383.25 | 117.0 | False | None | None | False | None | False | 44840.25 | 0 | | 2721798 | 86100 | None | Item No. 9.1.20 P.No. 95 of PWD SR Vol-5 | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for
testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 -HDPE Grade PE80-PN6.0, 75mm dia | Rmtr | 257.25 | 257.25 | 300.0 | False | None | None | False | None | False | 77175.0 | 0 | | 2721799 | 86100 | None | PWD DSR 2023-24 Vol-V I.No. 9.1.2 P. No. 95) | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0-HDPE Grade PE80-PN6.0, 90mm dia | Rmtr | 337.05 | 337.05 | 1000.0 | False | None | None | False | None | False | 337050.0 | 0 | | 2721800 | 86100 | None | PWD DSR 2023-24 Vol-I I. No. 1.10 P. No. 7 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 702.0 | False | None | None | False | None | False | 117936.0 | 0 |
| | 1708440462000 | 0 | None | None | Roads | Shifting of 11 KV Line from Kdli Gate to Kodli Village | 829364.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721801 | 86101 | None | As Per Gescom SR | Hard rock | Each | 1707.0 | 1707.0 | 16.0 | False | None | None | False | None | False | 27312.0 | 0 | | 2721802 | 86101 | None | As per Gescom SR | Labour DP Structures using RCC Pole 9.0 Meter Long | Each | 3828.46 | 3828.46 | 1.0 | False | None | None | False | None | False | 3828.46 | 0 | | 2721803 | 86101 | None | As per Gescom SR | Rabbit | Each | 5.23 | 5.23 | 5250.0 | False | None | None | False | None | False | 27457.5 | 0 | | 2721804 | 86101 | None | As per Gescom SR | Releasing Of Fixing of V-Shape | Each | 231.3 | 231.3 | 105.0 | False | None | None | False | None | False | 24286.5 | 0 | | 2721805 | 86101 | None | As per Gescm SR | Releasing of same above | Each | 829.8 | 829.8 | 37.0 | False | None | None | False | None | False | 30702.6 | 0 | | 2721806 | 86101 | None | As per Gescom SR | 200006-PSC Pole-9.0M Long,200 kg WL-Materials | No. | 4199.0 | 4199.0 | 21.0 | False | None | None | False | None | False | 88179.0 | 0 | | 2721807 | 86101 | None | As per Gescom SR | 200006-PSC Pole-9.0M Long,200 kg WL-Labour Prtion | No | 1113.0 | 1113.0 | 21.0 | False | None | None | False | None | False | 23373.0 | 0 | | 2721808 | 86101 | None | As per Gescom SR | Hard Soil-Labour Prtions | No. | 1132.0 | 1132.0 | 5.0 | False | None | None | False | None | False | 5660.0 | 0 | | 2721809 | 86101 | None | As per Gescom SR | Head loading of the pole Above 185 Mtrs-Labur Portion | No. | 142.0 | 142.0 | 21.0 | False | None | None | False | None | False | 2982.0 | 0 | | 2721810 | 86101 | None | As per Gescom SR | Loading & unloading of 9 mtr RCC/PSC poles-Labour Portion | No. | 21.0 | 21.0 | 21.0 | False | None | None | False | None | False | 441.0 | 0 | | 2721811 | 86101 | None | As per Gescom SR | 200105-RCC Pole-9.0M Long,145 kg WL | No. | 7076.0 | 7076.0 | 16.0 | False | None | None | False | None | False | 113216.0 | 0 | | 2721812 | 86101 | None | As per Gescom SR | Erection of RCC/PSC poles 9 to 10 mtr -Labur Portion | No | 1113.0 | 1113.0 | 16.0 | False | None | None | False | None | False | 17808.0 | 0 | | 2721813 | 86101 | None | As per Gescom SR | Hard Rock (By Chizling and /Or Wedging)-Labur Portion | No | 1851.0 | 1851.0 | 10.0 | False | None | None | False | None | False | 18510.0 | 0 | | 2721814 | 86101 | None | As per Gescom SR | Hard Soil-Labour Portion | No | 1132.0 | 1132.0 | 6.0 | False | None | None | False | None | False | 6792.0 | 0 | | 2721815 | 86101 | None | As per Gescom SR | head Loading of Pole 18.50 | No. | 142.0 | 142.0 | 16.0 | False | None | None | False | None | False | 2272.0 | 0 | | 2721816 | 86101 | None | As per Gescom SR | Loading & unloading of 9 mtr RCC/PSC poles-Labour | No | 142.0 | 142.0 | 16.0 | False | None | None | False | None | False | 2272.0 | 0 | | 2721817 | 86101 | None | As per Gescom SR | 27901205-11 kV Horizontal cross arm wit-Material | Nos | 646.0 | 646.0 | 105.0 | False | None | None | False | None | False | 67830.0 | 0 | | 2721818 | 86101 | None | As per Gescom SR | Fixing of V-Shape/Horizontal cross arm -Labur | Nos | 257.0 | 257.0 | 105.0 | False | None | None | False | None | False | 26985.0 | 0 | | 2721819 | 86101 | None | As per Gescom SR | 279100-11 KV D.P.Structure-Materai | Set | 6401.0 | 6401.0 | 1.0 | False | None | None | False | None | False | 6401.0 | 0 | | 2721820 | 86101 | None | As per Gescom SR | Hard Soil-Labour Portion. | Set | 1006.0 | 1006.0 | 1.0 | False | None | None | False | None | False | 1006.0 | 0 | | 2721821 | 86101 | None | As per Gescom SR | Same as above using RCC poles 7.5/8 mtr long in pits of 1.5 mtr depth.-Labur | Set | 4134.0 | 4134.0 | 1.0 | False | None | None | False | None | False | 4134.0 | 0 | | 2721822 | 86101 | None | As per Gescom SR | 2811101-Guy with Complete set-Material | Set | 1170.0 | 1170.0 | 11.0 | False | None | None | False | None | False | 12870.0 | 0 | | 2721823 | 86101 | None | As per Gescom SR | a) Fixing of GUY Sets with break insulators -Labour Portion | Set | 266.0 | 266.0 | 11.0 | False | None | None | False | None | False | 2926.0 | 0 | | 2721824 | 86101 | None | As per Gescom SR | Hard Soil-Labur Portion. | Set | 629.0 | 629.0 | 11.0 | False | None | None | False | None | False | 6919.0 | 0 | | 2721825 | 86101 | None | As per Gescom SR | 283005-11kV Pin Insulator (Shell onl-Materials Portions | Nos | 83.0 | 83.0 | 105.0 | False | None | None | False | None | False | 8715.0 | 0 | | 2721826 | 86101 | None | As per Gescom SR | 283040-DISC Insulators 45 kN-Materials | Nos | 510.0 | 510.0 | 46.0 | False | None | None | False | None | False | 23460.0 | 0 | | 2721827 | 86101 | None | As per Gescom SR | 283055-11kV Pin Insulator (G.I Pin o-Materials | Nos. | 66.0 | 66.0 | 105.0 | False | None | None | False | None | False | 6930.0 | 0 | | 2721828 | 86101 | None | As per Gescom SR | 284108-Rabbit ACSR Conductor-Materials | Mtr | 46.23 | 46.23 | 5250.0 | False | None | None | False | None | False | 242707.5 | 0 | | 2721829 | 86101 | None | As per Gescom SR | Above 185 Mtrs-Labur Portions | Mtr | 95.0 | 95.0 | 5.25 | False | None | None | False | None | False | 498.75 | 0 | | 2721830 | 86101 | None | As per Gescom SR | For Rabbit ACSR-Labur Portions | Mtr | 4.36 | 4.36 | 5250.0 | False | None | None | False | None | False | 22890.0 | 0 |
| | 1708440462000 | 0 | None | None | Roads | Estimate prepared for Shifting of 11KV/LT Line for Road widening at Kodli Cross The request of Asst Executive engineer PWD Sub-division Kalagi in O&M Ratkal section chincholi sub-division | 471121.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2721831 | 86102 | None | As per Gescom SR | Releasing & Restringing/Tightening of loose spans b) Rabbit-Labour Portin | No | 9.25 | 9.25 | 300.0 | False | None | None | False | None | False | 2775.0 | 0 | | 2721832 | 86102 | None | As per Gescom SR | Releasing Of Same as above but RCC/PCC/PSC poles of 7.5 to 8 mtr long in pit of 1.5 mtr depth.-Labour Portin | No | 829.8 | 829.8 | 5.0 | False | None | None | False | None | False | 4149.0 | 0 | | 2721833 | 86102 | None | As per Gescom SR | 200006-PSC Pole-9.0M Long,200 kg WL- Material portin | Nos. | 4199.0 | 4199.0 | 3.0 | False | None | None | False | None | False | 12597.0 | 0 | | 2721834 | 86102 | None | As per Gescom SR | Erection of RCC/PSC poles 9 to 10 mtr long -LAbour portin | No | 1133.0 | 1133.0 | 3.0 | False | None | None | False | None | False | 3399.0 | 0 | | 2721835 | 86102 | None | As per Gescom SR | Hard Soil-Labour portin | No | 1132.0 | 1132.0 | 3.0 | False | None | None | False | None | False | 3396.0 | 0 | | 2721836 | 86102 | None | As per Gescom SR | Head loading of the pole Above 185 Mtrs-Labour portin | No | 142.0 | 142.0 | 3.0 | False | None | None | False | None | False | 426.0 | 0 | | 2721837 | 86102 | None | As per Gescom SR | Loading & unloading of 9 mtr RCC/PSC-Labour portin | No | 142.0 | 142.0 | 3.0 | False | None | None | False | None | False | 426.0 | 0 | | 2721838 | 86102 | None | As per Gescom SR | 200105-RCC Pole-9.0M Long,145 kg WL-Materil portion | No | 7076.0 | 7076.0 | 2.0 | False | None | None | False | None | False | 14152.0 | 0 | | 2721839 | 86102 | None | As per Gescom SR | Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth-Labour portion | No | 1113.0 | 1113.0 | 2.0 | False | None | None | False | None | False | 2226.0 | 0 | | 2721840 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | No | 1132.0 | 1132.0 | 2.0 | False | None | None | False | None | False | 2264.0 | 0 | | 2721841 | 86102 | None | As per Gescom SR | Head loading of the pole Above 185 Mtrs-Labour portion | No | 142.0 | 142.0 | 2.0 | False | None | None | False | None | False | 284.0 | 0 | | 2721842 | 86102 | None | As per Gescom SR | Loading & unloading of 9 mtr RCC/PSC poles-Labour portion | No | 142.0 | 142.0 | 2.0 | False | None | None | False | None | False | 284.0 | 0 | | 2721843 | 86102 | None | As per Gescom SR | 27901205-11 kV Horizontal cross arm wit-Material portion | Nos | 646.0 | 646.0 | 4.0 | False | None | None | False | None | False | 2584.0 | 0 | | 2721844 | 86102 | None | As per Gescom SR | Fixing of V-Shape/Horizontal cross arm -Labour portion | No | 257.0 | 257.0 | 4.0 | False | None | None | False | None | False | 1028.0 | 0 | | 2721845 | 86102 | None | As per Gescom SR | 279100-11 KV D.P.Structure-Material portion | Set | 6401.0 | 6401.0 | 1.0 | False | None | None | False | None | False | 6401.0 | 0 | | 2721846 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | No | 1006.0 | 1006.0 | 1.0 | False | None | None | False | None | False | 1006.0 | 0 | | 2721847 | 86102 | None | As per Gescom SR | Same as above using RCC poles 7.5/8 mtr long in pits of 1.5 mtr depth.-Labour portion | No | 4134.0 | 4134.0 | 1.0 | False | None | None | False | None | False | 4134.0 | 0 | | 2721848 | 86102 | None | As per Gescom SR | 2811101-Guy with Complete set-Material portion | Set | 1170.0 | 1170.0 | 4.0 | False | None | None | False | None | False | 4680.0 | 0 | | 2721849 | 86102 | None | As per Gescom SR | Fixing of GUY Sets with break insulators -Labour prtion | No | 266.0 | 266.0 | 4.0 | False | None | None | False | None | False | 1064.0 | 0 | | 2721850 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | No | 629.0 | 629.0 | 4.0 | False | None | None | False | None | False | 2516.0 | 0 | | 2721851 | 86102 | None | As per Gescom SR | 283005-11kV Pin Insulator (Shell onl-Material portion | Nos | 83.0 | 83.0 | 3.0 | False | None | None | False | None | False | 249.0 | 0 | | 2721852 | 86102 | None | As per Gescom SR | 283053-1.1kV Pin Insulator (G.I Pin-Material portion | Nos | 35.0 | 35.0 | 3.0 | False | None | None | False | None | False | 105.0 | 0 | | 2721853 | 86102 | None | As per Gescom SR | 284108-Rabbit ACSR Conductor-Materil portion | Mtr | 46.23 | 46.23 | 300.0 | False | None | None | False | None | False | 13869.0 | 0 | | 2721854 | 86102 | None | As per Gescom SR | Above 185 Mtrs-Labour portion | Mtr | 95.0 | 95.0 | 0.3 | False | None | None | False | None | False | 28.5 | 0 | | 2721855 | 86102 | None | As per Gescom SR | For Rabbit ACSR-Labour portion | Mtr | 4.36 | 4.36 | 300.0 | False | None | None | False | None | False | 1308.0 | 0 | | 2721856 | 86102 | None | As per Gescom SR | 304212-11kV G.O.S 200A Single break-Material portion | Set | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 2721857 | 86102 | None | As per Gescom SR | Fixing of GOS including wiring (11kV SB 200A)-Labour portion | Set | 1104.0 | 1104.0 | 1.0 | False | None | None | False | None | False | 1104.0 | 0 | | 2721858 | 86102 | None | As per Gescom SR | PART-B for 25/63 kVA on the existing 9 mtrs. RCC pole (square section) (excluding erection of pole)-Labour portion | No | 1709.0 | 1709.0 | 1.0 | False | None | None | False | None | False | 1709.0 | 0 | | 2721859 | 86102 | None | As per Gescom SR | a) Relesing of 25-63 kVA Transformer on Transformer structure.-Labour portion | No | 1073.7 | 1073.7 | 1.0 | False | None | None | False | None | False | 1073.7 | 0 | | 2721860 | 86102 | None | As per Gescom SR | Releasing Of Fixing DOLO cutouts / Horn Gap Fuses including fixing of cross arms and wiring-Labour portion | No | 213.3 | 213.3 | 1.0 | False | None | None | False | None | False | 213.3 | 0 | | 2721861 | 86102 | None | As per Gescom SR | Releasing Of Fixing of LT Protection Kit-Labour portion | No | 320.4 | 320.4 | 1.0 | False | None | None | False | None | False | 320.4 | 0 | | 2721862 | 86102 | None | As per Gescom SR | 200105-RCC Pole-9.0M Long,145 kg WL-Material portion | Nos | 7076.0 | 7076.0 | 2.0 | False | None | None | False | None | False | 14152.0 | 0 | | 2721863 | 86102 | None | As per Gescom SR | Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth-Labour portion | Nos | 1113.0 | 1113.0 | 2.0 | False | None | None | False | None | False | 2226.0 | 0 | | 2721864 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | Nos | 1132.0 | 1132.0 | 2.0 | False | None | None | False | None | False | 2264.0 | 0 | | 2721865 | 86102 | None | As per Gescom SR | Head loading of the pole Above 185 Mtrs-Labour portion | Nos | 142.0 | 142.0 | 2.0 | False | None | None | False | None | False | 284.0 | 0 | | 2721866 | 86102 | None | As per Gescom SR | Loading & unloading of 9 mtr RCC/PSC poles-Labour portion | Nos | 142.0 | 142.0 | 2.0 | False | None | None | False | None | False | 284.0 | 0 | | 2721867 | 86102 | None | As per Gescom SR | 279111-25/63kVA T.C.Sets (For star ra-Material portion | Set | 17564.0 | 17564.0 | 1.0 | False | None | None | False | None | False | 17564.0 | 0 | | 2721868 | 86102 | None | As per Gescom SR | Erection of pole Upto 63 kVA with 9 mtrs. RCC pole-Labour portion | Set | 5725.0 | 5725.0 | 1.0 | False | None | None | False | None | False | 5725.0 | 0 | | 2721869 | 86102 | None | As per Gescom SR | 2811101-Guy with Complete set-Material portion | Set | 1170.0 | 1170.0 | 2.0 | False | None | None | False | None | False | 2340.0 | 0 | | 2721870 | 86102 | None | As per Gescom SR | a) Fixing of GUY Sets with break insulators -Labour portion | Set | 266.0 | 266.0 | 2.0 | False | None | None | False | None | False | 532.0 | 0 | | 2721871 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | Set | 629.0 | 629.0 | 2.0 | False | None | None | False | None | False | 1258.0 | 0 | | 2721872 | 86102 | None | As per Gescom SR | 2811103-Earthing Materials Type for gr-Material portion | Nos. | 1729.0 | 1729.0 | 2.0 | False | None | None | False | None | False | 3458.0 | 0 | | 2721873 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | Nos. | 2990.0 | 2990.0 | 2.0 | False | None | None | False | None | False | 5980.0 | 0 | | 2721874 | 86102 | None | As per Gescom SR | Providing GI Pipe Earthing for lightning arresters Transformer Neutral and Transformer Metal parts (Excluding digging of pits)-Labour portion | Nos | 190.0 | 190.0 | 2.0 | False | None | None | False | None | False | 380.0 | 0 | | 2721875 | 86102 | None | As per Gescom SR | 289029-PVC Wire-50 Sq.mm-Material portion | Mtr | 64.19 | 64.19 | 30.0 | False | None | None | False | None | False | 1925.7 | 0 | | 2721876 | 86102 | None | As per Gescom SR | Wiring for lightinh/power circuit using one of PVC insulated 1100v grade stranded Aluminum -Labour portion | Mtr | 35.0 | 35.0 | 30.0 | False | None | None | False | None | False | 1050.0 | 0 | | 2721877 | 86102 | None | As per Gescom SR | 301107-L.T.Protection kit -Material portion | Nos | 2023.0 | 2023.0 | 1.0 | False | None | None | False | None | False | 2023.0 | 0 | | 2721878 | 86102 | None | As per Gescom SR | Fixing of LT Protection Kit-Labour portion | Nos | 356.0 | 356.0 | 1.0 | False | None | None | False | None | False | 356.0 | 0 | | 2721879 | 86102 | None | As per Gescom SR | 302011-11 kV D.O.L.O Cutouts Convent-Material portion | Set | 5875.0 | 5875.0 | 1.0 | False | None | None | False | None | False | 5875.0 | 0 | | 2721880 | 86102 | None | As per Gescom SR | Fixing DOLO cutouts / Horn Gap Fuses -Labour portion | Set | 237.0 | 237.0 | 1.0 | False | None | None | False | None | False | 237.0 | 0 | | 2721881 | 86102 | None | As per Gescom SR | Part-C Releasing & Restringing/Tightening of loose spans a) Weasel/ Squirrel-Labour portion | No | 6.84 | 6.84 | 3400.0 | False | None | None | False | None | False | 23256.0 | 0 | | 2721882 | 86102 | None | As per Gescom SR | Releasing Of Same as above but RCC/PCC/PSC poles of 7.5 to 8 mtr long in pit of 1.5 mtr depth.-Labour portion | No | 829.8 | 829.8 | 17.0 | False | None | None | False | None | False | 14106.6 | 0 | | 2721883 | 86102 | None | As per Gescom SR | 200006-PSC Pole-9.0M Long,200 kg WL-Material portion | Nos. | 4199.0 | 4199.0 | 14.0 | False | None | None | False | None | False | 58786.0 | 0 | | 2721884 | 86102 | None | As per Gescom SR | Erection of RCC/PSC poles 9 to 10 mtr long-labour portion | Nos | 1113.0 | 1113.0 | 14.0 | False | None | None | False | None | False | 15582.0 | 0 | | 2721885 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | Nos. | 1132.0 | 1132.0 | 14.0 | False | None | None | False | None | False | 15848.0 | 0 | | 2721886 | 86102 | None | As per Gescom SR | Head loading of the pole Above 185 Mtrs-Labour portion | Nos. | 142.0 | 142.0 | 14.0 | False | None | None | False | None | False | 1988.0 | 0 | | 2721887 | 86102 | None | As per Gescom SR | Loading & unloading of 9 mtr RCC/PSC -Labour portion | Nos. | 142.0 | 142.0 | 14.0 | False | None | None | False | None | False | 1988.0 | 0 | | 2721888 | 86102 | None | As per Gescom SR | 200105-RCC Pole-9.0M Long,145 kg WL-Material portion | Nos. | 7076.0 | 7076.0 | 3.0 | False | None | None | False | None | False | 21228.0 | 0 | | 2721889 | 86102 | None | As per Gescom SR | Erection of RCC/PSC poles 9 to 10 mtr long-Labour portion | Nos | 1139.0 | 1139.0 | 3.0 | False | None | None | False | None | False | 3417.0 | 0 | | 2721890 | 86102 | None | As per Gescom SR | Hard Soil-labour portion | Nos | 1132.0 | 1132.0 | 3.0 | False | None | None | False | None | False | 3396.0 | 0 | | 2721891 | 86102 | None | As per Gescom SR | Head loading of the pole Above 185 Mtrs-labour portion | Nos | 142.0 | 142.0 | 3.0 | False | None | None | False | None | False | 426.0 | 0 | | 2721892 | 86102 | None | As per Gescom SR | Loading & unloading of 9 mtr RCC/PSC poles-Labour portion | Nos | 142.0 | 142.0 | 3.0 | False | None | None | False | None | False | 426.0 | 0 | | 2721893 | 86102 | None | As per Gescom SR | 27901202-2 pin cross arm with pole clam-Material portion | Nos | 263.0 | 263.0 | 12.0 | False | None | None | False | None | False | 3156.0 | 0 | | 2721894 | 86102 | None | As per Gescom SR | Fixing of 2 Pin cross arm with insulator and Braces fixing -labour portion | Nos | 160.0 | 160.0 | 12.0 | False | None | None | False | None | False | 1920.0 | 0 | | 2721895 | 86102 | None | As per Gescom SR | 27901203-4 pin cross arm with pole clam-Material portion | Nos | 423.0 | 423.0 | 19.0 | False | None | None | False | None | False | 8037.0 | 0 | | 2721896 | 86102 | None | As per Gescom SR | Fixing of 4 Pin cross arm with insulator and Braces fixing.-labour portion | Nos | 160.0 | 160.0 | 19.0 | False | None | None | False | None | False | 3040.0 | 0 | | 2721897 | 86102 | None | A sper Gescom SR | 2811101-Guy with Complete-Material portion | Set | 1170.0 | 1170.0 | 8.0 | False | None | None | False | None | False | 9360.0 | 0 | | 2721898 | 86102 | None | As per Gescom SR | a) Fixing of GUY Sets with break insulators -labour portion | Set | 266.0 | 266.0 | 8.0 | False | None | None | False | None | False | 2128.0 | 0 | | 2721899 | 86102 | None | As per Gescom SR | Hard Soil-Labour portion | Set | 629.0 | 629.0 | 8.0 | False | None | None | False | None | False | 5032.0 | 0 | | 2721900 | 86102 | None | As per Gescom SR | 283003-1.1kV Pin Insulator (Shell on- Material portion | Nos. | 31.0 | 31.0 | 60.0 | False | None | None | False | None | False | 1860.0 | 0 | | 2721901 | 86102 | None | As per Gescom SR | 283053-1.1kV Pin Insulator (G.I Pin - material portion | Nos | 35.0 | 35.0 | 60.0 | False | None | None | False | None | False | 2100.0 | 0 | | 2721902 | 86102 | None | As per Gescom SR | 283158-NO.8 Strain Insulator-Material portion | Nos. | 27.0 | 27.0 | 35.0 | False | None | None | False | None | False | 945.0 | 0 | | 2721903 | 86102 | None | As per Gescom SR | 284105-Weasel ACSR Conductor - Material portion | Mtr | 27.89 | 27.89 | 3400.0 | False | None | None | False | None | False | 94826.0 | 0 | | 2721904 | 86102 | None | As per Gescom SR | Above 18.5 Mtrs - labour portion | Mtr | 95.0 | 95.0 | 3.4 | False | None | None | False | None | False | 323.0 | 0 | | 2721905 | 86102 | None | As per Gescom SR | Stringing of conductor wren, squirrel, weasel-labour portion | Mtr | 3.18 | 3.18 | 3400.0 | False | None | None | False | None | False | 10812.0 | 0 |
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