| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1726232534000 | 0 | None | None | Roads | IMPEROVEMENTS TO THE ROAD FROM BILIGERE HOBLI SONAHALLI VILLAGE TO JOINING KALKUNDA VILLAGE IN NANJANGUD TALUK,MYSURU DISTRICT (ONE TIME IMPROVEMENT) | 36816233.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4003902 | 154936 | None | 2.4 vol 3 | 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.
(ii) By Mechanical means using dozer
A In area of light jungle
P.No-9, I.No-2.4 PWD SR VOL-3 2023-24)
| 100 Sqm | 393.0 | 393.0 | 74.88 | False | None | None | False | None | False | 29427.84 | 0 | | 4003903 | 154936 | None | 16.8 -b vol 3 | 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"
P.No-144, I.No-16.8-b PWD SR VOL-3 2023-24
| m | 25.0 | 25.0 | 4368.0 | False | None | None | False | None | False | 109200.0 | 0 | | 4003904 | 154936 | None | 3.7 vol 3 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction
(PWD SR 2023-24 ,Vol 3,Item No 3.7 Page No 17) | Cum | 105.0 | 105.0 | 3744.0 | False | None | None | False | None | False | 393120.0 | 0 | | 4003905 | 154936 | None | 1.12 vol 1 | 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. (PWD SR 2023-24 ,Vol 1,Item No 1.12 Page No36) | Cum | 95.0 | 95.0 | 1072.74 | False | None | None | False | None | False | 101910.3 | 0 | | 4003906 | 154936 | None | 1.7 vol 1 | 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.
(P.No-7, I.No-1.7 PWD SR VOL-1 2023-24)
| CUBIC METER | 119.0 | 119.0 | 1072.24 | False | None | None | False | None | False | 127596.56 | 0 | | 4003907 | 154936 | None | 3.6 vol 3 | 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
(P.No-17, I.No-3.6 PWD SR VOL-3 2023-24)
| CUBIC METER | 493.0 | 493.0 | 6961.5 | False | None | None | False | None | False | 3432019.5 | 0 | | 4003908 | 154936 | None | 4.1A v VOL 3 | 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 (P.No-23, I.No-5.1-A-v PWD SR VOL-3 2023-24)
| CUBIC METER | 2487.0 | 2487.0 | 3525.6 | False | None | None | False | None | False | 8768167.2 | 0 | | 4003909 | 154936 | None | i no 4.17 vol 3 | 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.
P.No-26, I.No-4.17 PWD SR VOL-3 2023-24)
| CUBIC METER | 2559.0 | 2559.0 | 2675.42 | False | None | None | False | None | False | 6846399.78 | 0 | | 4003910 | 154936 | None | 5.1A(i) vol 3 | 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 0.90 kg per m2 using mechanical means.
(P.No-31, I.No-5.1A(I) PWD SR VOL-3 2023-24)
| Sqm | 41.0 | 41.0 | 11734.38 | False | None | None | False | None | False | 481109.58 | 0 | | 4003911 | 154936 | None | 5.33 vol 3 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanical broom
(P.No-43, I.No-5.33 PWD SR VOL-3 2023-24)
| Sqm | 15.0 | 15.0 | 11734.38 | False | None | None | False | None | False | 176015.7 | 0 | | 4003912 | 154936 | None | 5.6 C VOL 3 | 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 @ 3.3% 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 (PWD SR 2023-24-22 ,Vol 3,Item No 5.6 C Page No 32) | CUBIC METER | 7462.0 | 7462.0 | 586.72 | False | None | None | False | None | False | 4378104.64 | 0 | | 4003913 | 154936 | None | 5.20 BC VOL 3(ii) | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - B(P.No-39, I.No-5.20 (ii) PWD SR VOL-3 2023-24) | Sqm | 176.0 | 176.0 | 11734.38 | False | None | None | False | None | False | 2065250.88 | 0 | | 4003914 | 154936 | None | 16.3.7 BWSSB SR VOL-5 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveyin to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.
RCC NP3 Class pipe of 600 mm dia.
(P.No-188, I.No-16.3.7 BWSSB SR VOL-5 2023-24) | Mtr | 3140.0 | 3140.0 | 75.0 | False | None | None | False | None | False | 235500.0 | 0 | | 4003915 | 154936 | None | 1.8 vol 1 | 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,r olling,water,all materials,usage& all other appurtenances required to complete the work.(P.No-7, I.No-1.8 PWD SR VOL-1 2023-24) | Cum | 474.0 | 474.0 | 19610.87 | False | None | None | False | None | False | 9295552.38 | 0 | | 4003916 | 154936 | None | 8.7 vol 3 | Direction and Place Identification Signs upto 0.9 m2 Size Board.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 overaluminium 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(P.No-65, I.No-8.7 PWD SR VOL-3 2023-24) | Sqm | 9010.0 | 9010.0 | 2.7 | False | None | None | False | None | False | 24327.0 | 0 | | 4003917 | 154936 | None | 8.16-ii vol 3 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcOrdinary kilometer stone (precast) (P.No-67, I.No-8.16-ii PWD SR VOL-3 2023-24) | Each | 2927.0 | 2927.0 | 4.0 | False | None | None | False | None | False | 11708.0 | 0 | | 4003918 | 154936 | None | 8.15 vol 3 | 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.(P.No-67, I.No-8.15 PWD SR VOL-3 2023-24) | Sqm | 530.0 | 530.0 | 624.0 | False | None | None | False | None | False | 330720.0 | 0 | | 4003919 | 154936 | None | 8.16-iii vol 3 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) (P.No-67, I.No-8.16-iii PWD SR VOL-3 2023-24) | Each | 842.0 | 842.0 | 12.0 | False | None | None | False | None | False | 10104.0 | 0 |
| | 1726232534000 | 0 | None | None | Roads | Construction of Box Culvert (1x1) 1 Vent 210 Mts,300 Mts ,2070 Mts | 789193.94 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4003920 | 154937 | None | 1.14.1 VOL 1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including 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
(P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24)
| Cum | 102.0 | 102.0 | 109.8 | False | None | None | False | None | False | 11199.6 | 0 | | 4003921 | 154937 | None | 2.4.1 VOL 1 | 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 40 mm nominal size graded crushed coarse aggregates
(P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24)
| Cum | 5989.0 | 5989.0 | 10.08 | False | None | None | False | None | False | 60369.12 | 0 | | 4003922 | 154937 | None | 2.4.2 VOL 1 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24)
| Cum | 6323.0 | 6323.0 | 54.08 | False | None | None | False | None | False | 341947.84 | 0 | | 4003923 | 154937 | None | 2.4.2 VOL 1 | Form work for Cement concrete drain works
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24)
| Cum | 2213.05 | 2213.05 | 54.08 | False | None | None | False | None | False | 119681.744 | 0 | | 4003924 | 154937 | None | 2.11 h vol 3 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
(P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) | Tonne | 79011.0 | 79011.0 | 3.24 | False | None | None | False | None | False | 255995.64 | 0 |
| | 1726232534000 | 0 | None | None | Roads | Construction of Box Culvert (2x2) 2 Vent 720 Mts | 1768352.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4003925 | 154938 | None | 1.14.1 VOL 1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including 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
(P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24)
| Cum | 102.0 | 102.0 | 451.27 | False | None | None | False | None | False | 46029.54 | 0 | | 4003926 | 154938 | None | 2.4.1 VOL 1 | 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 40 mm nominal size graded crushed coarse aggregates
(P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24)
| Cum | 5989.0 | 5989.0 | 14.01 | False | None | None | False | None | False | 83905.89 | 0 | | 4003927 | 154938 | None | 2.4.2 VOL 1 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24)
| Cum | 6323.0 | 6323.0 | 122.92 | False | None | None | False | None | False | 777223.16 | 0 | | 4003928 | 154938 | None | 2.4.2 VOL 1 | Form work for Cement concrete drain works
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24)
| Cum | 2213.05 | 2213.05 | 122.92 | False | None | None | False | None | False | 272028.106 | 0 | | 4003929 | 154938 | None | 2.11 h vol 3 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
(P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) | Tonne | 79011.0 | 79011.0 | 6.15 | False | None | None | False | None | False | 485917.65 | 0 | | 4003930 | 154938 | None | 14.4 A vol 3 | 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 A. Stone/Boulder (P.No-129, I.No-14.4 A PWD SR VOL-3 2023-24) | Cum | 1912.0 | 1912.0 | 54.0 | False | None | None | False | None | False | 103248.0 | 0 |
| | 1726232534000 | 0 | None | None | Roads | Construction of CC Drain | 942384.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4003931 | 154939 | None | 1.14.1 VOL 1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including 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
(P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24)
| Cum | 102.0 | 102.0 | 188.52 | False | None | None | False | None | False | 19229.04 | 0 | | 4003932 | 154939 | None | 2.4.1 VOL 1 | 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 40 mm nominal size graded crushed coarse aggregates
(P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24)
| Cum | 5989.0 | 5989.0 | 22.68 | False | None | None | False | None | False | 135830.52 | 0 | | 4003933 | 154939 | None | 2.4.2 VOL 1 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24)
| Cum | 6323.0 | 6323.0 | 69.28 | False | None | None | False | None | False | 438057.44 | 0 | | 4003934 | 154939 | None | 2.4.2 VOL 1 | Form work for Cement concrete drain works
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24)
| Cum | 2213.05 | 2213.05 | 69.28 | False | None | None | False | None | False | 153320.104 | 0 | | 4003935 | 154939 | None | 2.11 h vol 3 | Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
(P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) | Tonne | 79011.0 | 79011.0 | 2.48 | False | None | None | False | None | False | 195947.28 | 0 |
| | 1726232534000 | 0 | None | None | Roads | Maintainace (5 yaears) | 294333.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4003936 | 154940 | None | 2.5 ii (A) vol 3 | Clearing and Grubbing Road Land. 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A)
| 100 Sqm | 393.0 | 393.0 | 56.16 | False | None | None | False | None | False | 22070.88 | 0 | | 4003937 | 154940 | None | 2.5 ii (A) Vol 3 | Clearing and Grubbing Road Land. 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A)
| 100 Sqm | 393.0 | 393.0 | 56.16 | False | None | None | False | None | False | 22070.88 | 0 | | 4003938 | 154940 | None | 2.5 ii (A) vol 3 | Clearing and Grubbing Road Land. 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) | 100 Sqm | 393.0 | 393.0 | 56.16 | False | None | None | False | None | False | 22070.88 | 0 | | 4003939 | 154940 | None | 10.15 vol 3 | Patching of Shallow Paotholes using SDBC Gr II 25mm thick : 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 | Sqm | 263.0 | 263.0 | 58.5 | False | None | None | False | None | False | 15385.5 | 0 | | 4003940 | 154940 | None | 10.15 vol 3 | Patching of Shallow Paotholes using SDBC Gr II 25mm thick : 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 | Sqm | 263.0 | 263.0 | 117.0 | False | None | None | False | None | False | 30771.0 | 0 | | 4003941 | 154940 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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 (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 4th Year | Cum | 102.0 | 102.0 | 16.09 | False | None | None | False | None | False | 1641.18 | 0 | | 4003942 | 154940 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, 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 (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 5th Year | Cum | 102.0 | 102.0 | 16.09 | False | None | None | False | None | False | 1641.18 | 0 | | 4003943 | 154940 | None | 10.2 vol 3 | 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 quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches | Sqm | 97.0 | 97.0 | 288.6 | False | None | None | False | None | False | 27994.2 | 0 | | 4003944 | 154940 | None | 10.2 vol 3 | 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 quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches | Sqm | 97.0 | 97.0 | 288.6 | False | None | None | False | None | False | 27994.2 | 0 | | 4003945 | 154940 | None | 16.19 vol 3 | 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.(Common SR Vol-3 , P.No : 147, I.No : 16.19) | Mtr | 6.0 | 6.0 | 6240.0 | False | None | None | False | None | False | 37440.0 | 0 | | 4003946 | 154940 | None | 16.19 | 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.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 3rd Year | m | 6.0 | 6.0 | 6240.0 | False | None | None | False | None | False | 37440.0 | 0 | | 4003947 | 154940 | None | 16.19 | 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.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 4th Year | m | 6.0 | 6.0 | 6240.0 | False | None | None | False | None | False | 37440.0 | 0 | | 4003948 | 154940 | None | 16.22 | 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 (Common SR Vol-3 , P.No : 147, I.No : 16.22) 5th Year | Km | 1984.0 | 1984.0 | 3.12 | False | None | None | False | None | False | 6190.08 | 0 | | 4003949 | 154940 | None | 16.24 vol 3 | 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 (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i))(i)) 5th Year | Km | 206.0 | 206.0 | 3.12 | False | None | None | False | None | False | 642.72 | 0 | | 4003950 | 154940 | None | 16.24 vol 3 | 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 (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) 5th year | Km | 1135.0 | 1135.0 | 3.12 | False | None | None | False | None | False | 3541.2 | 0 |
| | 1726232534000 | 0 | None | None | Roads | Electrical pole Shifting | 117253.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4003951 | 154941 | None | Bescom Part-III,Pg 1, I.No 1.06 | PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06)a Labour (Bescom Part-III,Pg 1, I.No 1.06)
| No. | 5617.0 | 5617.0 | 6.0 | False | None | None | False | None | False | 33702.0 | 0 | | 4003952 | 154941 | None | Bescom Part-III, Pg 2 I.No IX a | 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (Bescom Part-III, Pg 2, I.No IX a)
Labour (Bescom Part-III, Pg 2, I.No IX a)
| No. | 790.0 | 790.0 | 8.0 | False | None | None | False | None | False | 6320.0 | 0 | | 4003953 | 154941 | None | Bescom Part-III, Pg 3, I.No XIX e | 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) (Bescom Part-III, Pg 3, I.No XIX e)
| Set | 221.0 | 221.0 | 10.0 | False | None | None | False | None | False | 2210.0 | 0 | | 4003954 | 154941 | None | Bescom Part-III, Pg 2, I.No XII a | LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a)
Labour (Bescom Part-III, Pg 2, I.No XII a)
| No | 561.0 | 561.0 | 4.0 | False | None | None | False | None | False | 2244.0 | 0 | | 4003955 | 154941 | None | Bescom Part-III, Pg 3, I.No XII d | 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d)
| No. | 65.0 | 65.0 | 8.0 | False | None | None | False | None | False | 520.0 | 0 | | 4003956 | 154941 | None | Bescom Part-III, Pg 3, I. | No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c)
| No | 25.0 | 25.0 | 10.0 | False | None | None | False | None | False | 250.0 | 0 | | 4003957 | 154941 | None | Bescom Part-III, Pg 3, I.No XX b | 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 (Bescom Part-III, Pg 3, I.No XX b)
3% Accessories
Labour (Bescom Part-III, Pg 3, I.No XX b)
| Km | 66659.45 | 66659.45 | 0.3 | False | None | None | False | None | False | 19997.835 | 0 | | 4003958 | 154941 | None | Bescom Part-III, Pg 3, I.No XX a 49019.56 | 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 (Bescom Part-III, Pg 3, I.No XX a)
3% Accessories
Labour (Bescom Part-III, Pg 3, I.No XX a)
| Km | 41542.0 | 41542.0 | 0.3 | False | None | None | False | None | False | 12462.6 | 0 | | 4003959 | 154941 | None | Bescom Part-III, Pg 3, I.No XXIII a | Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (Bescom Part-III, Pg 3, I.No XXIII a)
Labour (Bescom Part-III, Pg 3, I.No XXIII a)
| Set | 1657.0 | 1657.0 | 2.0 | False | None | None | False | None | False | 3314.0 | 0 | | 4003960 | 154941 | None | Bescom Part-III, Pg 1, I.No I b | Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL
Labour (1341*0.9) (Bescom Part-III, Pg 1, I.No I b)
| No | 2547.9 | 2547.9 | 4.0 | False | None | None | False | None | False | 10191.6 | 0 | | 4003961 | 154941 | None | Bescom Part-III, Pg 2, I.No IX a | Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole
Labour (122*1.9) (escom Part-III, Pg 2, I.No IX a)
B | No. | 231.8 | 231.8 | 6.0 | False | None | None | False | None | False | 1390.8 | 0 | | 4003962 | 154941 | None | Bescom Part-III, Pg 2, I.No IX a | Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS
Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a)
| No. | 231.8 | 231.8 | 6.0 | False | None | None | False | None | False | 1390.8 | 0 | | 4003963 | 154941 | None | Bescom Part-III, Pg 3, I.No XX b | 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 (3299*1.9) (Bescom Part-III, Pg 3, I.No XX b)
| Km | 6268.1 | 6268.1 | 0.3 | False | None | None | False | None | False | 1880.43 | 0 | | 4003964 | 154941 | None | Bescom Part-III, Pg 3, I.No XX a | 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 (2420*1.9) (Bescom Part-III, Pg 3, I.No XX a)
| Km | 4598.0 | 4598.0 | 0.3 | False | None | None | False | None | False | 1379.4 | 0 | | 4003965 | 154941 | None | CHES | Chescom Charges
| Rs | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 |
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