| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1724848427000 | 1 | None | None | Roads | Package-685 A-Flexible pavement | 129787472.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874208 | 148554 | None | SR 2023-24 Volume 3 Item No 16.29 ( Page No 149) | i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The rectangle shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the rectangle shaped plate and middle plate and this square section will be welded to the bottom point of the rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause
1701.3.8.1 Class A Type 1 | Nos | 18115.36 | 18115.36 | 4.0 | False | None | None | False | None | False | 72461.44 | 0 | | 3874209 | 148554 | None | SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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 | 463.74 | 463.74 | 253.8 | False | None | None | False | None | False | 117697.212 | 0 | | 3874210 | 148554 | None | SR 2023-24 Volume 3 Item No 3.5 ( Page 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 | 7.08 | 7.08 | 47369.0 | False | None | None | False | None | False | 335372.52 | 0 | | 3874211 | 148554 | None | SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) | Excavation for Surface Unlined Drains: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 | 112.1 | 112.1 | 4725.0 | False | None | None | False | None | False | 529672.5 | 0 | | 3874212 | 148554 | None | SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) | Excavation for Surface Unlined Drains:
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 | 112.1 | 112.1 | 14478.05 | False | None | None | False | None | False | 1622989.405 | 0 | | 3874213 | 148554 | None | SR 2023-24 Volume 1 Item No 1.8 ( Page No 7) | Construction of Embankment with material obtained from Roadway Cutting: 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 | 559.32 | 559.32 | 30931.89 | False | None | None | False | None | False | 17300824.7148 | 0 | | 3874214 | 148554 | None | SR 2023-24 Volume 3 Item No 3.6 ( Page No 17) | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 581.74 | 581.74 | 16858.84 | False | None | None | False | None | False | 9807461.5816 | 0 | | 3874215 | 148554 | None | SR 2023-24 Volume 3 Item No 4.2 (v) ( Page 23) | Construction of Granular Sub-base
By Mix in Place Method
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 | 2783.62 | 2783.62 | 5743.47 | False | None | None | False | None | False | 15987637.9614 | 0 | | 3874216 | 148554 | None | SR 2023-24 Volume 3 Item No 4.17 ( Page No 26) | Wet Mix Macadam 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 | 3019.62 | 3019.62 | 11233.0 | False | None | None | False | None | False | 33919391.46 | 0 | | 3874217 | 148554 | None | SR 2023-24 Volume 3 Item No 5.1 A (I) ( Page 31) | Prime Coat
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
| Sqm | 48.38 | 48.38 | 49590.0 | False | None | None | False | None | False | 2399164.2 | 0 | | 3874218 | 148554 | None | SR 2023-24 Volume 3 Item No 5.4 ( Page No 31) | Tack Coat
Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface
| Sqm | 16.52 | 16.52 | 49590.0 | False | None | None | False | None | False | 819226.8 | 0 | | 3874219 | 148554 | None | SR 2023-24 Volume 3 Item No 5.13 (B) ( Page No 35) | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11149.82 | 11149.82 | 2479.5 | False | None | None | False | None | False | 27645978.69 | 0 | | 3874220 | 148554 | None | SR 2023-24 Volume Item No 5.17 ( Page No 38) | Construction of BC:Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
| Cum | 12925.72 | 12925.72 | 1487.7 | False | None | None | False | None | False | 19229593.644 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-Field Approach | 605214.43 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874221 | 148555 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 19.56 | False | None | None | False | None | False | 2354.2416 | 0 | | 3874222 | 148555 | None | SR 2023-24 Volume 3 Item No 9.1.i ( Page No 87 ) | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular
material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1000 mm dia | Rmtr | 11185.22 | 11185.22 | 37.5 | False | None | None | False | None | False | 419445.75 | 0 | | 3874223 | 148555 | None | SR 2023-24 Volume 1 Item No 1.8 ( Page 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 | 559.31 | 559.31 | 28.04 | False | None | None | False | None | False | 15683.0524 | 0 | | 3874224 | 148555 | None | SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 15 ) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7067.02 | 7067.02 | 1.92 | False | None | None | False | None | False | 13568.6784 | 0 | | 3874225 | 148555 | None | SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 ) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7834.2 | 7834.2 | 17.06 | False | None | None | False | None | False | 133651.452 | 0 | | 3874226 | 148555 | None | SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 ) | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 93232.98 | 93232.98 | 0.22 | False | None | None | False | None | False | 20511.2556 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-Junction Estimate | 4927648.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874227 | 148556 | None | SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 ) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. | Sqm | 463.74 | 463.74 | 312.0 | False | None | None | False | None | False | 144686.88 | 0 | | 3874228 | 148556 | None | SR 2023-24 Volume 3 Item No 3.5 ( Page 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 | 7.08 | 7.08 | 1777.5 | False | None | None | False | None | False | 12584.7 | 0 | | 3874229 | 148556 | None | SR 2023-24 Volume 1 Item No 1.12 ( Page 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 | 112.1 | 112.1 | 234.0 | False | None | None | False | None | False | 26231.4 | 0 | | 3874230 | 148556 | None | SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 ) | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 581.74 | 581.74 | 226.85 | False | None | None | False | None | False | 131967.719 | 0 | | 3874231 | 148556 | None | SR 2023-24 Volume 3 Item No 4.2 (v) ( Page No 23 ) | By Mix in Place Method
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 | 2783.62 | 2783.62 | 494.6 | False | None | None | False | None | False | 1376778.452 | 0 | | 3874232 | 148556 | None | SR 2023-24 Volume 3 Item No 4.17 ( Page 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 | 3019.62 | 3019.62 | 463.94 | False | None | None | False | None | False | 1400922.5028 | 0 | | 3874233 | 148556 | None | SR2023-24Volume 3 Item No 5.1 A (I) ( Page No 31 ) | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 48.38 | 48.38 | 1777.5 | False | None | None | False | None | False | 85995.45 | 0 | | 3874234 | 148556 | None | SR 2023-24 Volume 3 Item No 5.3 ( Page No 31 ) | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.16 | 14.16 | 1777.5 | False | None | None | False | None | False | 25169.4 | 0 | | 3874235 | 148556 | None | SR 2023-24Volume 3 Item No 5.13 (B) ( Page No 35 ) | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11422.4 | 11422.4 | 88.94 | False | None | None | False | None | False | 1015908.256 | 0 | | 3874236 | 148556 | None | SR 2023-24 Volume Item No 5.17 ( Page No 38 ) | Bituminous Concrete Grading II for traffic greater than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 per cent of mix and filler, transporting the hot mix to work
site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
| Cum | 13282.08 | 13282.08 | 53.26 | False | None | None | False | None | False | 707403.5808 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-Traffic Safety Measures | 4659928.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874237 | 148557 | None | SR 2023-24 Volume 3 Item No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 10631.8 | 10631.8 | 3.24 | False | None | None | False | None | False | 34447.032 | 0 | | 3874238 | 148557 | None | SR 2023-24 Volume 3 Item No 8.5 ii ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (ii) 90 cm equilateral triangle | Each | 5527.12 | 5527.12 | 30.0 | False | None | None | False | None | False | 165813.6 | 0 | | 3874239 | 148557 | None | SR 2023-24 Volume 3 Item No 8.5 iv ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (ii) 60 cm equilateral triangle | Each | 4219.68 | 4219.68 | 3.0 | False | None | None | False | None | False | 12659.04 | 0 | | 3874240 | 148557 | None | SR 2023-24Volume 3 Item No 8.5 viii ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (viii) 60 cm circular | Each | 5070.46 | 5070.46 | 20.0 | False | None | None | False | None | False | 101409.2 | 0 | | 3874241 | 148557 | None | SR 2023-24 Volume 3 Item No 8.5 x ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. ( x ) 80 mm x 60 mm rectangular | Each | 6392.06 | 6392.06 | 4.0 | False | None | None | False | None | False | 25568.24 | 0 | | 3874242 | 148557 | None | SR 2023-24 Volume 3 Item No 8.5 xii ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (xii) 60 cm x 45 cm rectangular | Each | 4984.32 | 4984.32 | 15.0 | False | None | None | False | None | False | 74764.8 | 0 | | 3874243 | 148557 | None | SR 2023-24 Volume 3 Item No 8.5 xv ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (xv) 90 cm high octagon | Kg | 7672.36 | 7672.36 | 10.0 | False | None | None | False | None | False | 76723.6 | 0 | | 3874244 | 148557 | None | SR 2023-24 Volume 3 Item No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 10631.8 | 10631.8 | 14.4 | False | None | None | False | None | False | 153097.92 | 0 | | 3874245 | 148557 | None | SR 2023-24 Volume 3 Item No 8.5 x ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. ( x ) 80 mm x 60 mm rectangular | Sqm | 6392.06 | 6392.06 | 2.7 | False | None | None | False | None | False | 17258.562 | 0 | | 3874246 | 148557 | None | SR 2023-24 Volume 3 Item No 8.15 ( Page No 67 ) | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. | Sqm | 625.4 | 625.4 | 2691.5 | False | None | None | False | None | False | 1683264.1 | 0 | | 3874247 | 148557 | None | SR 2023-24Volume 3 Item No 8.13 (i) ( Page No 66 ) | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 268.28 | 268.28 | 51.25 | False | None | None | False | None | False | 13749.35 | 0 | | 3874248 | 148557 | None | SR 2023-24 Volume 3 Item No 8.16(i) ( Page No 67 ) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) | Each | 5995.58 | 5995.58 | 2.0 | False | None | None | False | None | False | 11991.16 | 0 | | 3874249 | 148557 | None | SR2023-24Volume 3 Item No 8.16 (ii) ( Page No 67 ) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Each | 3453.86 | 3453.86 | 7.0 | False | None | None | False | None | False | 24177.02 | 0 | | 3874250 | 148557 | None | SR2023-24Volume3Item No 8.16 (iii) ( Page No 67 ) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 993.56 | 993.56 | 27.0 | False | None | None | False | None | False | 26826.12 | 0 | | 3874251 | 148557 | None | SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 ) | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.06 | 1.06 | 3960.0 | False | None | None | False | None | False | 4197.6 | 0 | | 3874252 | 148557 | None | SR 2023-24 Volume 3 Item No 8.18 ( Page No 67 ) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | Each | 882.64 | 882.64 | 40.0 | False | None | None | False | None | False | 35305.6 | 0 | | 3874253 | 148557 | None | SR 2023-24 Volume 3 Item No 8.17 ( Page No 67 ) | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | Each | 2384.78 | 2384.78 | 200.0 | False | None | None | False | None | False | 476956.0 | 0 | | 3874254 | 148557 | None | SR 2023-24 Volume Item No 8.60.2 iii ( Page No ) | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 | No | 61205.42 | 61205.42 | 6.0 | False | None | None | False | None | False | 367232.52 | 0 | | 3874255 | 148557 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 514.08 | False | None | None | False | None | False | 61874.6688 | 0 | | 3874256 | 148557 | None | SR 2023-24 Volume 3 Item No 8.29(i) ( Page No 71 ) | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2610.16 | 2610.16 | 252.0 | False | None | None | False | None | False | 657760.32 | 0 | | 3874257 | 148557 | None | SR 2023-24 Volume 3 Item No 8.43 ( Page No 74 ) | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 430.7 | 430.7 | 1474.0 | False | None | None | False | None | False | 634851.8 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-Construction Of CC Drain and Interlocking Paver Block | 21369396.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874258 | 148558 | None | SR2023-24Volume 3 Item No 2.11 II A ( Page No 10 ) | Dismantling of Structures
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 | 212.4 | 212.4 | 18.0 | False | None | None | False | None | False | 3823.2 | 0 | | 3874259 | 148558 | None | SR 2023-24Volume 3 Item No 2.8(ii)A ( Page No 10 ) | Dismantling of Structures
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 | 848.42 | 848.42 | 12.0 | False | None | None | False | None | False | 10181.04 | 0 | | 3874260 | 148558 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 3528.0 | False | None | None | False | None | False | 424630.08 | 0 | | 3874261 | 148558 | None | SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 15 ) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7067.02 | 7067.02 | 280.0 | False | None | None | False | None | False | 1978765.6 | 0 | | 3874262 | 148558 | None | SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 ) | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 93232.98 | 93232.98 | 40.0 | False | None | None | False | None | False | 3729319.2 | 0 | | 3874263 | 148558 | None | SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 ) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For Raft | Cum | 7461.14 | 7461.14 | 300.0 | False | None | None | False | None | False | 2238342.0 | 0 | | 3874264 | 148558 | None | SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 ) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10072.54 | 10072.54 | 540.0 | False | None | None | False | None | False | 5439171.6 | 0 | | 3874265 | 148558 | None | SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 ) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8953.37 | 8953.37 | 360.0 | False | None | None | False | None | False | 3223213.2 | 0 | | 3874266 | 148558 | None | SR 2023-24 Volume 3 Item No 6.8.1 ( Page No 51 ) | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1369.98 | 1369.98 | 3000.0 | False | None | None | False | None | False | 4109940.0 | 0 | | 3874267 | 148558 | None | SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 15 ) | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7067.02 | 7067.02 | 30.0 | False | None | None | False | None | False | 212010.6 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-Water Supply Pipe Line | 1156258.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874268 | 148559 | None | SR 2023-24 Volume 1 I.No 1.17.1(Page 10) | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights bracing, using sight rails & boning rods at every 100 mm whevere necessary sdirected, 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 etc., and all other appurtenances complete in the following strata.
| Cum | 309.16 | 309.16 | 540.0 | False | None | None | False | None | False | 166946.4 | 0 | | 3874269 | 148559 | None | SR 2023-24 Volume 5 I.No 9.1.6(Page 95) | Supplying, 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 ectrofusionwelding, 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 ailable from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0, :
140 mm dia | m | 887.36 | 887.36 | 1000.0 | False | None | None | False | None | False | 887360.0 | 0 | | 3874270 | 148559 | None | SR 2023-24 Volume 1 I.No 1.10(Page 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 | 188.8 | 188.8 | 540.0 | False | None | None | False | None | False | 101952.0 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-1st Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874271 | 148560 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(56.56 Qty to be executed)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874272 | 148560 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 14 | Maintenance of Drains - 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.(4242
rmtr to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874273 | 148560 | None | UNI SR 2023-24 Volume 3 Item No 10.2 ( Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003
(2121Sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874274 | 148560 | None | UNI SR 2023-24 Volume 3 Item No 10.5 ( Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (494.90 qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874275 | 148560 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 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. PWD, Bangalore, (180cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874276 | 148560 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earthen Shoulder (Stripping excess soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(2121 qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-2nd Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874277 | 148561 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(84.84 qty to be executed)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874278 | 148561 | None | UNI SR 2023-24 Volume 3 Item No 16.19 ( Page No | Maintenance of Drains - 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. (5656 mtr to be executed)
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874279 | 148561 | None | UNI SR 2023-24 Volume 3 Item No 10.2 ( Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (2121 sqm Qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874280 | 148561 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (494.9 sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874281 | 148561 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 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. (135 cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874282 | 148561 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No-91 | Maintenance of Earthen Shoulder (Stripping excess soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(636.30 SQM QTY TO BE EXECUTED)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-3rd Year Maintenance | 561277.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874283 | 148562 | None | code 2.5 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 519.39 | 519.39 | 84.84 | False | None | None | False | None | False | 44065.0476 | 0 | | 3874284 | 148562 | None | code 16.19 | Maintenance of Drains - 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. | Rmtr | 7.93 | 7.93 | 5656.0 | False | None | None | False | None | False | 44852.08 | 0 | | 3874285 | 148562 | None | code 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 51.54 | 51.54 | 636.3 | False | None | None | False | None | False | 32794.902 | 0 | | 3874286 | 148562 | None | code 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 128.2 | 128.2 | 2121.0 | False | None | None | False | None | False | 271912.2 | 0 | | 3874287 | 148562 | None | code 16.22 | Maintenance of Road Signs- 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 1910 | Km | 2622.05 | 2622.05 | 7.07 | False | None | None | False | None | False | 18537.8935 | 0 | | 3874288 | 148562 | None | code 16.24i | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint | Km | 272.25 | 272.25 | 36.0 | False | None | None | False | None | False | 9801.0 | 0 | | 3874289 | 148562 | None | code 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 563.0 | 563.0 | 247.45 | False | None | None | False | None | False | 139314.35 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-4th Year Maintenance | 551936.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874290 | 148563 | None | code 2.5 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 537.94 | 537.94 | 84.84 | False | None | None | False | None | False | 45638.8296 | 0 | | 3874291 | 148563 | None | code 16.19 | Maintenance of Drains - 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. | Rmtr | 8.21 | 8.21 | 5656.0 | False | None | None | False | None | False | 46435.76 | 0 | | 3874292 | 148563 | None | code 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 53.38 | 53.38 | 636.3 | False | None | None | False | None | False | 33965.694 | 0 | | 3874293 | 148563 | None | code 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 132.77 | 132.77 | 2121.0 | False | None | None | False | None | False | 281605.17 | 0 | | 3874294 | 148563 | None | code 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 583.11 | 583.11 | 247.45 | False | None | None | False | None | False | 144290.5695 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-5th Year Maintenance | 720278.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874295 | 148564 | None | code 2.5 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 556.49 | 556.49 | 84.84 | False | None | None | False | None | False | 47212.6116 | 0 | | 3874296 | 148564 | None | code 16.19 | Maintenance of Drains - 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. | Rmtr | 8.5 | 8.5 | 5656.0 | False | None | None | False | None | False | 48076.0 | 0 | | 3874297 | 148564 | None | code 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 55.22 | 55.22 | 636.3 | False | None | None | False | None | False | 35136.486 | 0 | | 3874298 | 148564 | None | code 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 137.35 | 137.35 | 2121.0 | False | None | None | False | None | False | 291319.35 | 0 | | 3874299 | 148564 | None | code 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 603.22 | 603.22 | 494.9 | False | None | None | False | None | False | 298533.578 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 A-6th Year Maintenance | 28274267.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874300 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 16.22 Page No 147 | Maintenance of Road Signs- 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 1910
| Km | 2902.99 | 2902.99 | 7.07 | False | None | None | False | None | False | 20524.1393 | 0 | | 3874301 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 16.24 i ( Page 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint | Km | 301.42 | 301.42 | 22.0 | False | None | None | False | None | False | 6631.24 | 0 | | 3874302 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 8.1 Page No 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 159.49 | 159.49 | 290.0 | False | None | None | False | None | False | 46252.1 | 0 | | 3874303 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 5.3i Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 17.56 | 17.56 | 49490.0 | False | None | None | False | None | False | 869044.4 | 0 | | 3874304 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 3.6 Page No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 721.36 | 721.36 | 317.25 | False | None | None | False | None | False | 228851.46 | 0 | | 3874305 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 5.16C Page No 37 | Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16027.9 | 16027.9 | 1484.7 | False | None | None | False | None | False | 23796623.13 | 0 | | 3874306 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 8.15 Page No 67 | 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 | Sqm | 775.5 | 775.5 | 3181.5 | False | None | None | False | None | False | 2467253.25 | 0 | | 3874307 | 148565 | None | UNI SR 2023-24 Volume 3 Item No 8.43 Page No 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer | Nos | 534.07 | 534.07 | 1571.12 | False | None | None | False | None | False | 839088.0584 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 A-Electrical Estimate | 1141278.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874308 | 148566 | None | 1.1.1 | Ordinary Soil
| Per Pit | 742.22 | 742.22 | 30.0 | False | None | None | False | None | False | 22266.6 | 0 | | 3874309 | 148566 | None | 1.01 | RCC Pole - 9 Mtr Long, 145 Kg WL
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785"
| No | 8349.68 | 8349.68 | 30.0 | False | None | None | False | None | False | 250490.4 | 0 | | 3874310 | 148566 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1313.34 | 1313.34 | 30.0 | False | None | None | False | None | False | 39400.2 | 0 | | 3874311 | 148566 | None | 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018)
as per REC Standards"
| Nos | 4954.82 | 4954.82 | 8.0 | False | None | None | False | None | False | 39638.56 | 0 | | 3874312 | 148566 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1313.34 | 1313.34 | 8.0 | False | None | None | False | None | False | 10506.72 | 0 | | 3874313 | 148566 | None | 2.03 | 11 kV, Special 3 Pin Cross Arm - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018)"
| No | 1037.22 | 1037.22 | 30.0 | False | None | None | False | None | False | 31116.6 | 0 | | 3874314 | 148566 | None | 3.01 | 11 kV, Cross Arm with HT Top Support
(glass reinforced hot pressed SMC compound)"
| Set | 848.42 | 848.42 | 30.0 | False | None | None | False | None | False | 25452.6 | 0 | | 3874315 | 148566 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
| Nos | 241.9 | 241.9 | 90.0 | False | None | None | False | None | False | 21771.0 | 0 | | 3874316 | 148566 | None | 6.08 | DISC Insulator 45 kN Porcelain
| Nos | 601.8 | 601.8 | 6.0 | False | None | None | False | None | False | 3610.8 | 0 | | 3874317 | 148566 | None | 6.05 | Releasing of Rabbit Conductor
| Per Km | 4734.16 | 4734.16 | 4.05 | False | None | None | False | None | False | 19173.348 | 0 | | 3874318 | 148566 | None | 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM
| Kms | 54556.12 | 54556.12 | 4.05 | False | None | None | False | None | False | 220952.286 | 0 | | 3874319 | 148566 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,)"
| Per Km | 6174.94 | 6174.94 | 4.05 | False | None | None | False | None | False | 25008.507 | 0 | | 3874320 | 148566 | None | 9.03 | PG Clamp Rabbit to Rabbit
| No | 120.36 | 120.36 | 90.0 | False | None | None | False | None | False | 10832.4 | 0 | | 3874321 | 148566 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers
| Set | 372.88 | 372.88 | 90.0 | False | None | None | False | None | False | 33559.2 | 0 | | 3874322 | 148566 | None | 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018)
| No | 341.02 | 341.02 | 2.0 | False | None | None | False | None | False | 682.04 | 0 | | 3874323 | 148566 | None | 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018)
| No | 155.76 | 155.76 | 2.0 | False | None | None | False | None | False | 311.52 | 0 | | 3874324 | 148566 | None | 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole
| Set | 143.96 | 143.96 | 2.0 | False | None | None | False | None | False | 287.92 | 0 | | 3874325 | 148566 | None | 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole
| Set | 143.96 | 143.96 | 2.0 | False | None | None | False | None | False | 287.92 | 0 | | 3874326 | 148566 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only)
| Nos | 36.58 | 36.58 | 10.0 | False | None | None | False | None | False | 365.8 | 0 | | 3874327 | 148566 | None | 6.06 | No. 8 Strain Insulator
| Nos | 31.86 | 31.86 | 10.0 | False | None | None | False | None | False | 318.6 | 0 | | 3874328 | 148566 | None | 2.16 | Spiral Earth Electrode
| Nos | 282.02 | 282.02 | 38.0 | False | None | None | False | None | False | 10716.76 | 0 | | 3874329 | 148566 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing
| Mtr | 109.74 | 109.74 | 20.0 | False | None | None | False | None | False | 2194.8 | 0 | | 3874330 | 148566 | None | 24.01 | 11 kV, GOS
a) 200 Amps, Single Break "
| Set | 11151.0 | 11151.0 | 2.0 | False | None | None | False | None | False | 22302.0 | 0 | | 3874331 | 148566 | None | 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break"
| Set | 1302.72 | 1302.72 | 2.0 | False | None | None | False | None | False | 2605.44 | 0 | | 3874332 | 148566 | None | 1.8.1.a | a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm)
| Each | 322.14 | 322.14 | 38.0 | False | None | None | False | None | False | 12241.32 | 0 | | 3874333 | 148566 | None | 1.8.1.b | b Pole base for 9 Mtr Square Pole (650x650x150mm)
| Each | 417.72 | 417.72 | 38.0 | False | None | None | False | None | False | 15873.36 | 0 | | 3874334 | 148566 | None | 1.8.2.a | 9 Mtr support (650x500x1700mm)
| Each | 3726.44 | 3726.44 | 38.0 | False | None | None | False | None | False | 141604.72 | 0 | | 3874335 | 148566 | None | 1.8.2.g | Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement)
| Each | 236.0 | 236.0 | 2.0 | False | None | None | False | None | False | 472.0 | 0 | | 3874336 | 148566 | None | 21.02 | for Poles 25 to 105 Mtr
| Per Pole | 336.3 | 336.3 | 30.0 | False | None | None | False | None | False | 10089.0 | 0 | | 3874337 | 148566 | None | 22.02 | For ACSR Conductors 25 to 105 Mtr
| Per Km | 145.14 | 145.14 | 4.05 | False | None | None | False | None | False | 587.817 | 0 | | 3874338 | 148566 | None | 26.02 | 9 Mtr RCC/PSCC Pole
| No | 167.56 | 167.56 | 30.0 | False | None | None | False | None | False | 5026.8 | 0 | | 3874339 | 148566 | None | 5.06 | Fixing of HT/LT Single Top Support
| Each | 132.16 | 132.16 | 30.0 | False | None | None | False | None | False | 3964.8 | 0 | | 3874340 | 148566 | None | 3.01 | Erection of Double Pole Transformer Structure using
9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole
including fixing of Structure Materials, Erection of
Poles etc., complete for mounting of Transformer
as per approved drawing For 25/63/100 kVA "
| Per 100 | 6755.5 | 6755.5 | 1.0 | False | None | None | False | None | False | 6755.5 | 0 | | 3874341 | 148566 | None | 21.04 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977
For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI"
| Set | 28395.52 | 28395.52 | 1.0 | False | None | None | False | None | False | 28395.52 | 0 | | 3874342 | 148566 | None | 6.08 | 11KV, 5KN Polymeric Pin insulators (24mm Dia FRP Rod) DISC Insulator 45 kN Porcelain
| No | 601.8 | 601.8 | 6.0 | False | None | None | False | None | False | 3610.8 | 0 | | 3874343 | 148566 | None | 19.02 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR
| No | 1869.12 | 1869.12 | 3.0 | False | None | None | False | None | False | 5607.36 | 0 | | 3874344 | 148566 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC
Pole - 9 Mtr Long, 300Kg WL - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63
Dtd 24.11.2018)"
| Set | 7553.18 | 7553.18 | 1.0 | False | None | None | False | None | False | 7553.18 | 0 | | 3874345 | 148566 | None | 67.2 | supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2)Caution/Danger Board
| No | 177.0 | 177.0 | 1.0 | False | None | None | False | None | False | 177.0 | 0 | | 3874346 | 148566 | None | 4.02 | Anti Climbing Device (12 Mtr GI Barbed wire)
| No | 105.02 | 105.02 | 1.0 | False | None | None | False | None | False | 105.02 | 0 | | 3874347 | 148566 | None | 6.18.3 | Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18)8 SWG GI Wire (44/6.18.3)
| Mtr | 22.42 | 22.42 | 150.0 | False | None | None | False | None | False | 3363.0 | 0 | | 3874348 | 148566 | None | 17.01 | LT Protection Kit
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018)"
| No | 2387.14 | 2387.14 | 1.0 | False | None | None | False | None | False | 2387.14 | 0 | | 3874349 | 148566 | None | 15.17.1 | LT Wiring Kit 63/100 KVA (87/15.17.1)
| Set | 5012.88 | 5012.88 | 1.0 | False | None | None | False | None | False | 5012.88 | 0 | | 3874350 | 148566 | None | 20.01 | 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos)"
| Set | 1261.42 | 1261.42 | 1.0 | False | None | None | False | None | False | 1261.42 | 0 | | 3874351 | 148566 | None | 24.01 | GOS as per IS-9921, IS-1977
174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018)"
| Set | 11151.0 | 11151.0 | 2.0 | False | None | None | False | None | False | 22302.0 | 0 | | 3874352 | 148566 | None | 24.04 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing
New GOS for sectionalisation) - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018)"
| Set | 5111.76 | 5111.76 | 1.0 | False | None | None | False | None | False | 5111.76 | 0 | | 3874353 | 148566 | None | 27.02 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading63 kVA "
| No. | 336.3 | 336.3 | 1.0 | False | None | None | False | None | False | 336.3 | 0 | | 3874354 | 148566 | None | 27.03 | 100 kVA
| No | 503.86 | 503.86 | 1.0 | False | None | None | False | None | False | 503.86 | 0 | | 3874355 | 148566 | None | 27.07 | 63 kVA
| No | 336.3 | 336.3 | 1.0 | False | None | None | False | None | False | 336.3 | 0 | | 3874356 | 148566 | None | 27.08 | 100 kVA
| No | 503.86 | 503.86 | 1.0 | False | None | None | False | None | False | 503.86 | 0 | | 3874357 | 148566 | None | 24.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle 23 Distribution Transformer 25 kVA 25 to 105 MtrTransporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr
| Per 100 | 1116.28 | 1116.28 | 1.0 | False | None | None | False | None | False | 1116.28 | 0 | | 3874358 | 148566 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)
| Set | 7553.18 | 7553.18 | 1.0 | False | None | None | False | None | False | 7553.18 | 0 | | 3874359 | 148566 | None | 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg
| No | 876.74 | 876.74 | 12.0 | False | None | None | False | None | False | 10520.88 | 0 | | 3874360 | 148566 | None | 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each
| No | 797.68 | 797.68 | 12.0 | False | None | None | False | None | False | 9572.16 | 0 | | 3874361 | 148566 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
| No | 365.8 | 365.8 | 12.0 | False | None | None | False | None | False | 4389.6 | 0 | | 3874362 | 148566 | None | 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified
| No | 2562.96 | 2562.96 | 12.0 | False | None | None | False | None | False | 30755.52 | 0 | | 3874363 | 148566 | None | 27.06 | 25 kVA
| No. | 336.3 | 336.3 | 1.0 | False | None | None | False | None | False | 336.3 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 B-Flexible Pavement | 35029993.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874364 | 148567 | None | SR 2023-24 Volume 3 Item No 16.29 ( Page No 149 ) | i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in Rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The rectangle shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the rectangle shaped plate and middle plate and this square section will be welded to the bottom point of the rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause
1701.3.8.1 Class A Type 1 | Nos | 18115.36 | 18115.36 | 2.0 | False | None | None | False | None | False | 36230.72 | 0 | | 3874365 | 148567 | None | SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 ) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. | Kg | 463.74 | 463.74 | 58.32 | False | None | None | False | None | False | 27045.3168 | 0 | | 3874366 | 148567 | None | SR 2023-24 Volume 3 Item No 3.5 ( Page 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 | 7.08 | 7.08 | 8424.0 | False | None | None | False | None | False | 59641.92 | 0 | | 3874367 | 148567 | None | SR 2023-24 Volume 1 Item No 1.12 ( Page 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 | 112.1 | 112.1 | 1458.0 | False | None | None | False | None | False | 163441.8 | 0 | | 3874368 | 148567 | None | SR 2023-24 Volume 1 Item No 1.12 ( Page 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 | 112.1 | 112.1 | 1234.0 | False | None | None | False | None | False | 138331.4 | 0 | | 3874369 | 148567 | None | SR 2023-24 Volume 3 Item No 3.7 ( Page No 17 ) | 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 (Widening Portion) | Cum | 123.9 | 123.9 | 1628.1 | False | None | None | False | None | False | 201721.59 | 0 | | 3874370 | 148567 | None | SR 2023-24 Volume 1 Item No 1.7 ( Page No 7 ) | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. | Cum | 140.42 | 140.42 | 246.8 | False | None | None | False | None | False | 34655.656 | 0 | | 3874371 | 148567 | None | SR 2023-24 Volume 1 Item No 1.8 ( Page 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 | 559.32 | 559.32 | 6105.2 | False | None | None | False | None | False | 3414760.464 | 0 | | 3874372 | 148567 | None | SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 ) | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 581.74 | 581.74 | 12994.99 | False | None | None | False | None | False | 7559705.4826 | 0 | | 3874373 | 148567 | None | SR 2023-24 Volume 3 Item No 4.2 (v) ( Page No 23 ) | By Mix in Place Method
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 | 2783.62 | 2783.62 | 2622.78 | False | None | None | False | None | False | 7300822.8636 | 0 | | 3874374 | 148567 | None | SR 2023-24 Volume 3 Item No 4.17 ( Page 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 | 3019.62 | 3019.62 | 2349.0 | False | None | None | False | None | False | 7093087.38 | 0 | | 3874375 | 148567 | None | SR2023-24Volume 3 Item No 5.1 A (I) ( Page No 31 ) | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 48.38 | 48.38 | 8910.0 | False | None | None | False | None | False | 431065.8 | 0 | | 3874376 | 148567 | None | SR 2023-24 Volume 3 Item No 5.4 ( Page No 31 ) | Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface | Sqm | 16.52 | 16.52 | 8910.0 | False | None | None | False | None | False | 147193.2 | 0 | | 3874377 | 148567 | None | SR2023-24Volume 3 Item No 5.12 (B ) ( Page No 35 ) | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11149.82 | 11149.82 | 445.5 | False | None | None | False | None | False | 4967244.81 | 0 | | 3874378 | 148567 | None | SR 2023-24 Volume 3 Item No 5.16 C ( Page No 38 ) | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 12925.72 | 12925.72 | 267.3 | False | None | None | False | None | False | 3455044.956 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 B-Field Approach | 265139.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3874379 | 148568 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 7.83 | False | None | None | False | None | False | 942.4188 | 0 | | 3874380 | 148568 | None | SR 2023-24 Volume 3 Item No 9.1.i ( Page No 87 ) | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular
material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1000 mm dia | Rmtr | 12705.06 | 12705.06 | 15.0 | False | None | None | False | None | False | 190575.9 | 0 | | 3874381 | 148568 | None | SR 2023-24 Volume 1 Item No 1.8 ( Page 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 | 559.32 | 559.32 | 11.23 | False | None | None | False | None | False | 6281.1636 | 0 | | 3874382 | 148568 | None | SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 15 ) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7067.02 | 7067.02 | 0.77 | False | None | None | False | None | False | 5441.6054 | 0 | | 3874383 | 148568 | None | SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 ) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7834.2 | 7834.2 | 6.83 | False | None | None | False | None | False | 53507.586 | 0 | | 3874384 | 148568 | None | SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 ) | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 93232.98 | 93232.98 | 0.09 | False | None | None | False | None | False | 8390.9682 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 B-Traffic Safety | 923432.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3874385 | 148569 | None | SR 2023-24 Volume 3 Item No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 10631.8 | 10631.8 | 1.62 | False | None | None | False | None | False | 17223.516 | 0 | | 3874386 | 148569 | None | SR 2023-24 Volume 3 Item No 8.5 ii ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (ii) 90 cm equilateral triangle | Each | 5527.12 | 5527.12 | 8.0 | False | None | None | False | None | False | 44216.96 | 0 | | 3874387 | 148569 | None | SR 2023-24 Volume 3 Item No 8.5 iv ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (ii) 60 cm equilateral triangle | Each | 4219.68 | 4219.68 | 3.0 | False | None | None | False | None | False | 12659.04 | 0 | | 3874388 | 148569 | None | SR 2023-24Volume 3 Item No 8.5 viii ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (viii) 60 cm circular | Each | 5070.46 | 5070.46 | 5.0 | False | None | None | False | None | False | 25352.3 | 0 | | 3874389 | 148569 | None | SR 2023-24 Volume 3 Item No 8.5 xii ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (xii) 60 cm x 45 cm rectangular | Each | 4984.32 | 4984.32 | 4.0 | False | None | None | False | None | False | 19937.28 | 0 | | 3874390 | 148569 | None | SR 2023-24 Volume 3 Item No 8.5 xv ( Page No 64 ) | Retro-Reflectorised Traffic Signs 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. (xv) 90 cm high octagon | Each | 7672.36 | 7672.36 | 2.0 | False | None | None | False | None | False | 15344.72 | 0 | | 3874391 | 148569 | None | SR 2023-24 Volume 3 Item No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 10631.8 | 10631.8 | 2.88 | False | None | None | False | None | False | 30619.584 | 0 | | 3874392 | 148569 | None | SR 2023-24 Volume 3 Item No 8.15 ( Page No 67 ) | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. | Sqm | 625.4 | 625.4 | 661.0 | False | None | None | False | None | False | 413389.4 | 0 | | 3874393 | 148569 | None | SR 2023-24Volume 3 Item No 8.13 (i) ( Page No 66 ) | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 239.54 | 239.54 | 51.25 | False | None | None | False | None | False | 12276.425 | 0 | | 3874394 | 148569 | None | SR2023-24Volume 3 Item No 8.16 (ii) ( Page No 67 ) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Each | 3453.86 | 3453.86 | 2.0 | False | None | None | False | None | False | 6907.72 | 0 | | 3874395 | 148569 | None | S2023-24Volume 3 Item No 8.16(iii) ( Page No 67 ) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 993.56 | 993.56 | 6.0 | False | None | None | False | None | False | 5961.36 | 0 | | 3874396 | 148569 | None | SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 ) | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.06 | 1.06 | 880.0 | False | None | None | False | None | False | 932.8 | 0 | | 3874397 | 148569 | None | SR 2023-24 Volume 3 Item No 8.18 ( Page No 67 ) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | cm | 882.64 | 882.64 | 40.0 | False | None | None | False | None | False | 35305.6 | 0 | | 3874398 | 148569 | None | SR 2023-24 Volume 3 Item No 8.17 ( Page No 67 ) | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | Each | 2384.78 | 2384.78 | 30.0 | False | None | None | False | None | False | 71543.4 | 0 | | 3874399 | 148569 | None | SR 2023-24 Volume Item No 8.60.2 iii ( Page No ) | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 | No | 61205.42 | 61205.42 | 1.0 | False | None | None | False | None | False | 61205.42 | 0 | | 3874400 | 148569 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 24.48 | False | None | None | False | None | False | 2946.4128 | 0 | | 3874401 | 148569 | None | SR 2023-24 Volume 3 Item No 8.29(i) ( Page No 71 ) | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2610.16 | 2610.16 | 12.0 | False | None | None | False | None | False | 31321.92 | 0 | | 3874402 | 148569 | None | SR 2023-24 Volume 3 Item No 8.43 ( Page No 74 ) | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 430.7 | 430.7 | 270.0 | False | None | None | False | None | False | 116289.0 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 B-1st Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874403 | 148570 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(12.96 QTY TO BE EXECUTED)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874404 | 148570 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 14 | Maintenance of Drains - 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. (972 rmtr qty to be executed)
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874405 | 148570 | None | UNI SR 2023-24 Volume 3 Item No 10.2 ( Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (486.00 sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874406 | 148570 | None | UNI SR 2023-24 Volume 3 Item No 10.5 ( Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
(89.10 sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874407 | 148570 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 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. PWD, Bangalore, (180 cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874408 | 148570 | None | UNI SR 2023-24 Volume 3 Item No 10.3 -Page No 91 | Maintenance of Earthen Shoulder (Stripping excess soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (486 sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 B-2nd Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874409 | 148571 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. (19.44 qty to be executed)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874410 | 148571 | None | UNI SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - 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. (1296 sqm qty to be executed)
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874411 | 148571 | None | UNI SR 2023-24 Volume 3 Item No 10.2 ( Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(486 sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874412 | 148571 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (89.10 sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874413 | 148571 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 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. (135 cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874414 | 148571 | None | UNI SR 2023-24 Volume 3 Item No 10.3 ( Page No 91 | Maintenance of Earthen Shoulder (Stripping excess soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (145.80 sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 B-3rd Year Maintenance | 119964.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874415 | 148572 | None | code 2.5 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 519.39 | 519.39 | 19.44 | False | None | None | False | None | False | 10096.9416 | 0 | | 3874416 | 148572 | None | code 16.19 | Maintenance of Drains - 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. | Rmtr | 7.93 | 7.93 | 1296.0 | False | None | None | False | None | False | 10277.28 | 0 | | 3874417 | 148572 | None | code 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 51.54 | 51.54 | 145.8 | False | None | None | False | None | False | 7514.532 | 0 | | 3874418 | 148572 | None | code 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 128.2 | 128.2 | 486.0 | False | None | None | False | None | False | 62305.2 | 0 | | 3874419 | 148572 | None | code 16.22 | Maintenance of Road Signs- 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 1910 | Km | 2622.05 | 2622.05 | 1.62 | False | None | None | False | None | False | 4247.721 | 0 | | 3874420 | 148572 | None | code 16.24i | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint | Km | 272.25 | 272.25 | 1.62 | False | None | None | False | None | False | 441.045 | 0 | | 3874421 | 148572 | None | code 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 563.0 | 563.0 | 44.55 | False | None | None | False | None | False | 25081.65 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 B-4th Year Maintenance | 131087.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874422 | 148573 | None | code 2.5 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 537.94 | 537.94 | 19.44 | False | None | None | False | None | False | 10457.5536 | 0 | | 3874423 | 148573 | None | code 16.19 | Maintenance of Drains - 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. | Rmtr | 8.21 | 8.21 | 1296.0 | False | None | None | False | None | False | 10640.16 | 0 | | 3874424 | 148573 | None | code 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 53.38 | 53.38 | 145.8 | False | None | None | False | None | False | 7782.804 | 0 | | 3874425 | 148573 | None | code 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 132.77 | 132.77 | 486.0 | False | None | None | False | None | False | 64526.22 | 0 | | 3874426 | 148573 | None | code 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 583.11 | 583.11 | 44.55 | False | None | None | False | None | False | 25977.5505 | 0 | | 3874427 | 148573 | None | 1.12 | Nala Training
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. | Cum | 130.04 | 130.04 | 90.0 | False | None | None | False | None | False | 11703.6 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 B-5th Year Maintenance | 123402.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874428 | 148574 | None | code 2.5 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 556.49 | 556.49 | 19.44 | False | None | None | False | None | False | 10818.1656 | 0 | | 3874429 | 148574 | None | code 16.19 | Maintenance of Drains - 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. | Rmtr | 8.5 | 8.5 | 1296.0 | False | None | None | False | None | False | 11016.0 | 0 | | 3874430 | 148574 | None | code 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 55.22 | 55.22 | 145.8 | False | None | None | False | None | False | 8051.076 | 0 | | 3874431 | 148574 | None | code 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 137.35 | 137.35 | 486.0 | False | None | None | False | None | False | 66752.1 | 0 | | 3874432 | 148574 | None | code 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded
Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 603.22 | 603.22 | 24.3 | False | None | None | False | None | False | 14658.246 | 0 | | 3874433 | 148574 | None | 1.12 | Nala Training
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. | Cum | 134.52 | 134.52 | 90.0 | False | None | None | False | None | False | 12106.8 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 B-6th Year Maintenance | 5030040.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874434 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 16.22 Page No 147 | Maintenance of Road Signs- 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 1910
| Km | 2902.99 | 2902.99 | 1.62 | False | None | None | False | None | False | 4702.8438 | 0 | | 3874435 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 16.24 i ( Page 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint | Km | 301.42 | 301.42 | 6.0 | False | None | None | False | None | False | 1808.52 | 0 | | 3874436 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 8.1 Page No 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 159.49 | 159.49 | 29.0 | False | None | None | False | None | False | 4625.21 | 0 | | 3874437 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 5.3i Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 17.56 | 17.56 | 8910.0 | False | None | None | False | None | False | 156459.6 | 0 | | 3874438 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 3.6 Page No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 721.36 | 721.36 | 145.8 | False | None | None | False | None | False | 105174.288 | 0 | | 3874439 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 5.16C Page No 37 | Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16027.87 | 16027.87 | 267.3 | False | None | None | False | None | False | 4284249.651 | 0 | | 3874440 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 8.15 Page No 67 | 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 | Sqm | 775.49 | 775.49 | 486.0 | False | None | None | False | None | False | 376888.14 | 0 | | 3874441 | 148575 | None | UNI SR 2023-24 Volume 3 Item No 8.43 Page No 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer | Nos | 534.07 | 534.07 | 180.0 | False | None | None | False | None | False | 96132.6 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 B-Construction Of Pipe Culvert | 901668.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874442 | 148576 | None | SR 2023-24 Volume 3 Item No 2.8(ii)A ( Page | Dismantling of Structures
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 | Rmtr | 848.42 | 848.42 | 24.0 | False | None | None | False | None | False | 20362.08 | 0 | | 3874443 | 148576 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page N | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 120.36 | 120.36 | 97.32 | False | None | None | False | None | False | 11713.4352 | 0 | | 3874444 | 148576 | None | SR 2023-24 Volume 1 Item No 2.1.3 ( Page No | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.-Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7067.02 | 7067.02 | 5.72 | False | None | None | False | None | False | 40423.3544 | 0 | | 3874445 | 148576 | None | SR 2023-24 Volume 1 Item No 2.11 h ( Page N | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 93232.98 | 93232.98 | 1.07 | False | None | None | False | None | False | 99759.2886 | 0 | | 3874446 | 148576 | None | SR 2023-24 Volume 1 Item No 2.2.1 ( Page No | 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.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8012.15 | 8012.15 | 41.97 | False | None | None | False | None | False | 336269.9355 | 0 | | 3874447 | 148576 | None | SR 2023-24 Volume 3 Item No 9.1.ii ( Page N | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1200 mm dia | m | 12705.06 | 12705.06 | 25.0 | False | None | None | False | None | False | 317626.5 | 0 | | 3874448 | 148576 | None | SR 2023-24 Volume 3 Item No 12.3A ( Page No | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- A. Granular material | Cum | 1378.24 | 1378.24 | 54.79 | False | None | None | False | None | False | 75513.7696 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 B-Electrical Estimate | 1101187.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874449 | 148577 | None | 1.1.1 | Ordinary Soil
| Per Pit | 742.22 | 742.22 | 29.0 | False | None | None | False | None | False | 21524.38 | 0 | | 3874450 | 148577 | None | 1.01 | RCC Pole - 9 Mtr Long, 145 Kg WL
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785"
| Nos | 8349.68 | 8349.68 | 29.0 | False | None | None | False | None | False | 242140.72 | 0 | | 3874451 | 148577 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1313.34 | 1313.34 | 29.0 | False | None | None | False | None | False | 38086.86 | 0 | | 3874452 | 148577 | None | 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018)
as per REC Standards"
| Nos | 4954.82 | 4954.82 | 7.0 | False | None | None | False | None | False | 34683.74 | 0 | | 3874453 | 148577 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1313.34 | 1313.34 | 7.0 | False | None | None | False | None | False | 9193.38 | 0 | | 3874454 | 148577 | None | 2.03 | 11 kV, Special 3 Pin Cross Arm - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018)"
| No | 1037.22 | 1037.22 | 29.0 | False | None | None | False | None | False | 30079.38 | 0 | | 3874455 | 148577 | None | 3.01 | 11 kV, Cross Arm with HT Top Support
(glass reinforced hot pressed SMC compound)"
| Set | 848.42 | 848.42 | 29.0 | False | None | None | False | None | False | 24604.18 | 0 | | 3874456 | 148577 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
| Nos | 241.9 | 241.9 | 87.0 | False | None | None | False | None | False | 21045.3 | 0 | | 3874457 | 148577 | None | 6.08 | DISC Insulator 45 kN Porcelain
| Nos | 601.8 | 601.8 | 6.0 | False | None | None | False | None | False | 3610.8 | 0 | | 3874458 | 148577 | None | 6.05 | Releasing of Rabbit Conductor
| Per Km | 4734.16 | 4734.16 | 3.915 | False | None | None | False | None | False | 18534.2364 | 0 | | 3874459 | 148577 | None | 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM
| Kms | 54556.12 | 54556.12 | 3.915 | False | None | None | False | None | False | 213587.2098 | 0 | | 3874460 | 148577 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,)"
| Per Km | 6174.94 | 6174.94 | 3.915 | False | None | None | False | None | False | 24174.8901 | 0 | | 3874461 | 148577 | None | 9.03 | PG Clamp Rabbit to Rabbit
| No | 120.36 | 120.36 | 87.0 | False | None | None | False | None | False | 10471.32 | 0 | | 3874462 | 148577 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers
| Set | 372.88 | 372.88 | 87.0 | False | None | None | False | None | False | 32440.56 | 0 | | 3874463 | 148577 | None | 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018)
| No | 341.02 | 341.02 | 2.0 | False | None | None | False | None | False | 682.04 | 0 | | 3874464 | 148577 | None | 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018)
| No | 155.76 | 155.76 | 2.0 | False | None | None | False | None | False | 311.52 | 0 | | 3874465 | 148577 | None | 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole
| Set | 143.96 | 143.96 | 2.0 | False | None | None | False | None | False | 287.92 | 0 | | 3874466 | 148577 | None | 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole
| Set | 143.96 | 143.96 | 2.0 | False | None | None | False | None | False | 287.92 | 0 | | 3874467 | 148577 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only)
| Nos | 36.58 | 36.58 | 10.0 | False | None | None | False | None | False | 365.8 | 0 | | 3874468 | 148577 | None | 6.06 | No. 8 Strain Insulator
| Nos | 31.86 | 31.86 | 10.0 | False | None | None | False | None | False | 318.6 | 0 | | 3874469 | 148577 | None | 2.16 | Spiral Earth Electrode
| Nos | 282.02 | 282.02 | 36.0 | False | None | None | False | None | False | 10152.72 | 0 | | 3874470 | 148577 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing
| Mtr | 109.74 | 109.74 | 20.0 | False | None | None | False | None | False | 2194.8 | 0 | | 3874471 | 148577 | None | 24.01 | 11 kV, GOS
a) 200 Amps, Single Break "
| Set | 11151.0 | 11151.0 | 2.0 | False | None | None | False | None | False | 22302.0 | 0 | | 3874472 | 148577 | None | 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break"
| Set | 1302.72 | 1302.72 | 2.0 | False | None | None | False | None | False | 2605.44 | 0 | | 3874473 | 148577 | None | 1.8.1.a | a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm)
| Each | 322.14 | 322.14 | 36.0 | False | None | None | False | None | False | 11597.04 | 0 | | 3874474 | 148577 | None | 1.8.1.b | b Pole base for 9 Mtr Square Pole (650x650x150mm)
| Each | 417.72 | 417.72 | 36.0 | False | None | None | False | None | False | 15037.92 | 0 | | 3874475 | 148577 | None | 1.8.2.a | 9 Mtr support (650x500x1700mm)
| Each | 3726.44 | 3726.44 | 36.0 | False | None | None | False | None | False | 134151.84 | 0 | | 3874476 | 148577 | None | 1.8.2.g | Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement)
| Each | 236.0 | 236.0 | 2.0 | False | None | None | False | None | False | 472.0 | 0 | | 3874477 | 148577 | None | 21.02 | for Poles 25 to 105 Mtr
| Per Pole | 336.3 | 336.3 | 29.0 | False | None | None | False | None | False | 9752.7 | 0 | | 3874478 | 148577 | None | 22.02 | For ACSR Conductors 25 to 105 Mtr
| Per Km | 145.14 | 145.14 | 3.915 | False | None | None | False | None | False | 568.2231 | 0 | | 3874479 | 148577 | None | 26.02 | 9 Mtr RCC/PSCC Pole
| No | 167.56 | 167.56 | 29.0 | False | None | None | False | None | False | 4859.24 | 0 | | 3874480 | 148577 | None | 5.06 | Fixing of HT/LT Single Top Support
| Each | 132.16 | 132.16 | 29.0 | False | None | None | False | None | False | 3832.64 | 0 | | 3874481 | 148577 | None | 3.01 | Erection of Double Pole Transformer Structure using 9 Mtr Long
| No | 6755.5 | 6755.5 | 1.0 | False | None | None | False | None | False | 6755.5 | 0 | | 3874482 | 148577 | None | 21.04 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977
For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI"
| Set | 28395.52 | 28395.52 | 1.0 | False | None | None | False | None | False | 28395.52 | 0 | | 3874483 | 148577 | None | 6.08 | Discinsulater45knporcelien | No | 601.8 | 601.8 | 6.0 | False | None | None | False | None | False | 3610.8 | 0 | | 3874484 | 148577 | None | 19.02 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR
| No | 1869.12 | 1869.12 | 3.0 | False | None | None | False | None | False | 5607.36 | 0 | | 3874485 | 148577 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC
Pole - 9 Mtr Long, 300Kg WL - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63
Dtd 24.11.2018)"
| Set | 7553.18 | 7553.18 | 1.0 | False | None | None | False | None | False | 7553.18 | 0 | | 3874486 | 148577 | None | 67.2 | Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2) Caution/Danger Board
| No | 177.0 | 177.0 | 1.0 | False | None | None | False | None | False | 177.0 | 0 | | 3874487 | 148577 | None | 4.02 | Anti Climbing Device (12 Mtr GI Barbed wire)
| No | 105.02 | 105.02 | 1.0 | False | None | None | False | None | False | 105.02 | 0 | | 3874488 | 148577 | None | 6.18.3 | Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18) 8 SWG GI Wire (44/6.18.3)
| Mtr | 22.42 | 22.42 | 150.0 | False | None | None | False | None | False | 3363.0 | 0 | | 3874489 | 148577 | None | 17.01 | LT Protection Kit
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018)"
| No | 2387.14 | 2387.14 | 1.0 | False | None | None | False | None | False | 2387.14 | 0 | | 3874490 | 148577 | None | 15.17.1 | LT Wiring Kit 63/100 KVA (87/15.17.1)
| Set | 5012.88 | 5012.88 | 1.0 | False | None | None | False | None | False | 5012.88 | 0 | | 3874491 | 148577 | None | 20.01 | 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos)"
| Set | 1261.42 | 1261.42 | 1.0 | False | None | None | False | None | False | 1261.42 | 0 | | 3874492 | 148577 | None | 24.01 | GOS as per IS-9921, IS-1977
174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018)"
| Set | 11151.0 | 11151.0 | 2.0 | False | None | None | False | None | False | 22302.0 | 0 | | 3874493 | 148577 | None | 24.04 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing
New GOS for sectionalisation) - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018)"
| Set | 5111.76 | 5111.76 | 1.0 | False | None | None | False | None | False | 5111.76 | 0 | | 3874494 | 148577 | None | 27.02 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading 63 kVA "
| No | 336.3 | 336.3 | 1.0 | False | None | None | False | None | False | 336.3 | 0 | | 3874495 | 148577 | None | 27.03 | 100 kVA
| No | 503.86 | 503.86 | 1.0 | False | None | None | False | None | False | 503.86 | 0 | | 3874496 | 148577 | None | 27.07 | 63 kVA
| No | 336.3 | 336.3 | 1.0 | False | None | None | False | None | False | 336.3 | 0 | | 3874497 | 148577 | None | 27.08 | 100 kVA
| No | 503.86 | 503.86 | 1.0 | False | None | None | False | None | False | 503.86 | 0 | | 3874498 | 148577 | None | 24.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr
| Per 100 | 1116.28 | 1116.28 | 1.0 | False | None | None | False | None | False | 1116.28 | 0 | | 3874499 | 148577 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)
| Set | 7553.18 | 7553.18 | 1.0 | False | None | None | False | None | False | 7553.18 | 0 | | 3874500 | 148577 | None | 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg
| No | 876.74 | 876.74 | 12.0 | False | None | None | False | None | False | 10520.88 | 0 | | 3874501 | 148577 | None | 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each
| No | 797.68 | 797.68 | 12.0 | False | None | None | False | None | False | 9572.16 | 0 | | 3874502 | 148577 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
| No | 365.8 | 365.8 | 12.0 | False | None | None | False | None | False | 4389.6 | 0 | | 3874503 | 148577 | None | 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified
| No | 2562.96 | 2562.96 | 12.0 | False | None | None | False | None | False | 30755.52 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 C-Flexible pavement | 38139384.43 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874504 | 148578 | None | 16.29 | i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The rectangle shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the rectangle shaped plate and middle plate and this square section will be welded to the bottom point of the rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 | No | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3874505 | 148578 | None | 2.5 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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 | 486.93 | 486.93 | 48.0 | False | None | None | False | None | False | 23372.64 | 0 | | 3874506 | 148578 | None | 3.5 | 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 | 7.43 | 7.43 | 7000.0 | False | None | None | False | None | False | 52010.0 | 0 | | 3874507 | 148578 | None | 1.12 | 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 | 117.71 | 117.71 | 1800.0 | False | None | None | False | None | False | 211878.0 | 0 | | 3874508 | 148578 | None | 1.12 | 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 | 117.71 | 117.71 | 5690.47 | False | None | None | False | None | False | 669825.2237 | 0 | | 3874509 | 148578 | None | 1.7 | 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 | 147.44 | 147.44 | 1707.14 | False | None | None | False | None | False | 251700.7216 | 0 | | 3874510 | 148578 | None | 1.8 | 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 | 587.29 | 587.29 | 2073.35 | False | None | None | False | None | False | 1217657.7215 | 0 | | 3874511 | 148578 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 610.83 | 610.83 | 10009.6 | False | None | None | False | None | False | 6114163.968 | 0 | | 3874512 | 148578 | None | 4.2 | By Mix in Place Method
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 | 2922.8 | 2922.8 | 2913.04 | False | None | None | False | None | False | 8514233.312 | 0 | | 3874513 | 148578 | None | 4.17 | 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 | 3170.06 | 3170.06 | 2925.06 | False | None | None | False | None | False | 9272615.7036 | 0 | | 3874514 | 148578 | None | 5.1 A (I) | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 50.8 | 50.8 | 11100.2 | False | None | None | False | None | False | 563890.16 | 0 | | 3874515 | 148578 | None | 5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 17.35 | 17.35 | 11100.2 | False | None | None | False | None | False | 192588.47 | 0 | | 3874516 | 148578 | None | 5.12 C | Dense Graded Bituminous Macadam Grading II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects | Cum | 11707.31 | 11707.31 | 555.02 | False | None | None | False | None | False | 6497791.1962 | 0 | | 3874517 | 148578 | None | 5.16 C | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.01 | 13572.01 | 333.01 | False | None | None | False | None | False | 4519615.0501 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 C-Construction of Box Cell Culvert (Single Vent 1.0m x 1.0m) at Ch. 3.770km, Ch. 4.130km, Ch. 4.415km & 5.250km | 3561563.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874518 | 148579 | None | 2.11 (ii) A | Dismantling of Structures 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
b. Rubble stone masonry in cement mortar. | Cum | 223.02 | 223.02 | 38.28 | False | None | None | False | None | False | 8537.2056 | 0 | | 3874519 | 148579 | None | 2.17 | Dismantling of Structures
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
B. Above 600 mm to 900 mm dia | m | 1357.94 | 1357.94 | 30.0 | False | None | None | False | None | False | 40738.2 | 0 | | 3874520 | 148579 | None | 1.14.1 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 309.4 | False | None | None | False | None | False | 39101.972 | 0 | | 3874521 | 148579 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 32.61 | False | None | None | False | None | False | 241978.2657 | 0 | | 3874522 | 148579 | None | 2.11 h | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 11.09 | False | None | None | False | None | False | 1085651.4467 | 0 | | 3874523 | 148579 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9420.36 | 9420.36 | 92.22 | False | None | None | False | None | False | 868745.5992 | 0 | | 3874524 | 148579 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Superstructures of building , Road works, ter works, Irrigation works & super structure worksof bridges upto 3.50mheight.Thegranite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage harges of machinery, curingand all other appurtenances required to complete the work as per icalspecifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10174.17 | 10174.17 | 25.65 | False | None | None | False | None | False | 260967.4605 | 0 | | 3874525 | 148579 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8478.33 | 8478.33 | 81.0 | False | None | None | False | None | False | 686744.73 | 0 | | 3874526 | 148579 | None | 12.4 | 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 | 3316.8 | 3316.8 | 56.16 | False | None | None | False | None | False | 186271.488 | 0 | | 3874527 | 148579 | None | 2.2.1 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8412.76 | 8412.76 | 8.04 | False | None | None | False | None | False | 67638.5904 | 0 | | 3874528 | 148579 | None | 14.2 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | Cum | 3040.51 | 3040.51 | 3.72 | False | None | None | False | None | False | 11310.6972 | 0 | | 3874529 | 148579 | None | 8.1 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 130.1 | 130.1 | 28.2 | False | None | None | False | None | False | 3668.82 | 0 | | 3874530 | 148579 | None | 8.4 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) | cm | 1.12 | 1.12 | 800.0 | False | None | None | False | None | False | 896.0 | 0 | | 3874531 | 148579 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | No | 926.77 | 926.77 | 64.0 | False | None | None | False | None | False | 59313.28 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Approach Roads at Junctions | 307488.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874532 | 148580 | None | 2.5 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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 | 486.93 | 486.93 | 0.18 | False | None | None | False | None | False | 87.6474 | 0 | | 3874533 | 148580 | None | 3.5 | 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 | 7.43 | 7.43 | 118.2 | False | None | None | False | None | False | 878.226 | 0 | | 3874534 | 148580 | None | 1.12 | 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 | 117.71 | 117.71 | 30.32 | False | None | None | False | None | False | 3568.9672 | 0 | | 3874535 | 148580 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 610.83 | 610.83 | 13.65 | False | None | None | False | None | False | 8337.8295 | 0 | | 3874536 | 148580 | None | 4.2 v | By Mix in Place Method
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 | 2922.8 | 2922.8 | 25.96 | False | None | None | False | None | False | 75875.888 | 0 | | 3874537 | 148580 | None | 4.17 | 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 | 3170.6 | 3170.6 | 30.19 | False | None | None | False | None | False | 95720.414 | 0 | | 3874538 | 148580 | None | 5.1 A (i) | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 50.8 | 50.8 | 116.25 | False | None | None | False | None | False | 5905.5 | 0 | | 3874539 | 148580 | None | 5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.87 | 14.87 | 116.25 | False | None | None | False | None | False | 1728.6375 | 0 | | 3874540 | 148580 | None | 5.12 C | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects | Cum | 11707.31 | 11707.31 | 5.81 | False | None | None | False | None | False | 68019.4711 | 0 | | 3874541 | 148580 | None | 5.16 C | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.01 | 13572.01 | 3.49 | False | None | None | False | None | False | 47366.3149 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-CONSTRUCTION OF PIPE CULVERT AT FIELD APPROACH | 426502.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874542 | 148581 | None | 1.14.1 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or stacking the selected earth for reuse m including cost of labour, tools, usage
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 15.65 | False | None | None | False | None | False | 1977.847 | 0 | | 3874543 | 148581 | None | 9.1 ii | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular | Rmtr | 13340.31 | 13340.31 | 20.0 | False | None | None | False | None | False | 266806.2 | 0 | | 3874544 | 148581 | None | 1.8 | 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 | 587.29 | 587.29 | 22.44 | False | None | None | False | None | False | 13178.7876 | 0 | | 3874545 | 148581 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.-
Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 1.54 | False | None | None | False | None | False | 11427.3698 | 0 | | 3874546 | 148581 | None | 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 8460.93 | 8460.93 | 13.65 | False | None | None | False | None | False | 115491.6945 | 0 | | 3874547 | 148581 | None | 2.11 h | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 0.18 | False | None | None | False | None | False | 17621.0334 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Road Furnitures | 1236159.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874548 | 148582 | None | 8.5 ii | Retro-Reflectorised Traffic Signs 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. (ii) 90 cm equilateral triangle | Each | 5803.48 | 5803.48 | 6.0 | False | None | None | False | None | False | 34820.88 | 0 | | 3874549 | 148582 | None | 8.5 iv | Retro-Reflectorised Traffic Signs 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. (ii) 60 cm equilateral triangle | Each | 4430.66 | 4430.66 | 3.0 | False | None | None | False | None | False | 13291.98 | 0 | | 3874550 | 148582 | None | 8.5 viii | Retro-Reflectorised Traffic Signs 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. (viii) 60 cm circular | Each | 5323.98 | 5323.98 | 7.0 | False | None | None | False | None | False | 37267.86 | 0 | | 3874551 | 148582 | None | 8.5 x | Retro-Reflectorised Traffic Signs 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. ( x ) 80 mm x 60 mm rectangular | Each | 6711.66 | 6711.66 | 4.0 | False | None | None | False | None | False | 26846.64 | 0 | | 3874552 | 148582 | None | 8.5xii | Retro-Reflectorised Traffic Signs 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. (xii) 60 cm x 45 cm rectangular Chevron sign board | Each | 5233.54 | 5233.54 | 16.0 | False | None | None | False | None | False | 83736.64 | 0 | | 3874553 | 148582 | None | 8.5 xv | Retro-Reflectorised Traffic Signs 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. (xv) 90 cm high octagon Stop sign board | Each | 8055.98 | 8055.98 | 1.0 | False | None | None | False | None | False | 8055.98 | 0 | | 3874554 | 148582 | None | 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 1.44 | False | None | None | False | None | False | 16075.2816 | 0 | | 3874555 | 148582 | None | 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. | Sqm | 656.67 | 656.67 | 618.5 | False | None | None | False | None | False | 406150.395 | 0 | | 3874556 | 148582 | None | 8.13 (i) | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 2.56 | False | None | None | False | None | False | 643.8912 | 0 | | 3874557 | 148582 | None | 8.16 i | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) | Each | 6295.36 | 6295.36 | 1.0 | False | None | None | False | None | False | 6295.36 | 0 | | 3874558 | 148582 | None | 8.16 ii | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Each | 3626.55 | 3626.55 | 1.0 | False | None | None | False | None | False | 3626.55 | 0 | | 3874559 | 148582 | None | 8.16 iii | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 1043.24 | 1043.24 | 9.0 | False | None | None | False | None | False | 9389.16 | 0 | | 3874560 | 148582 | None | 8.4 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.12 | 1.12 | 1210.0 | False | None | None | False | None | False | 1355.2 | 0 | | 3874561 | 148582 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | Each | 926.77 | 926.77 | 180.0 | False | None | None | False | None | False | 166818.6 | 0 | | 3874562 | 148582 | None | 8.17 | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | No | 2504.02 | 2504.02 | 58.0 | False | None | None | False | None | False | 145233.16 | 0 | | 3874563 | 148582 | None | 1.14.1 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 102.0 | False | None | None | False | None | False | 12890.76 | 0 | | 3874564 | 148582 | None | 8.29 i | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2740.67 | 2740.67 | 50.0 | False | None | None | False | None | False | 137033.5 | 0 | | 3874565 | 148582 | None | 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 280.0 | False | None | None | False | None | False | 126627.2 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Sub-Estimate for Shifting of PVC Water Supply Pipe Lines | 35440.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874566 | 148583 | None | 1.6.1 | 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 to complete the work. | Cum | 599.68 | 599.68 | 13.5 | False | None | None | False | None | False | 8095.68 | 0 | | 3874567 | 148583 | None | 10.1.5 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for: PVC pipes 75mm dia., 6 kg/sqcm class 4 | m | 272.58 | 272.58 | 25.0 | False | None | None | False | None | False | 6814.5 | 0 | | 3874568 | 148583 | None | 2.23 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For sluice Valve of PN - 10.0 and 50mm Raising Main Line | Each | 6857.87 | 6857.87 | 2.0 | False | None | None | False | None | False | 13715.74 | 0 | | 3874569 | 148583 | None | 2.5 | Providing and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 forservice connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads etc. complete | Each | 3407.25 | 3407.25 | 2.0 | False | None | None | False | None | False | 6814.5 | 0 |
| | 1724848427000 | 1 | None | None | Roads | Package-685 C-Electrical Pole shifting | 1031552.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874570 | 148584 | None | 1.1.1 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing.
- Ordinary Soil
| Per Pit | 779.33 | 779.33 | 27.0 | False | None | None | False | None | False | 21041.91 | 0 | | 3874571 | 148584 | None | 1.01 | RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785"
| Nos | 8767.16 | 8767.16 | 27.0 | False | None | None | False | None | False | 236713.32 | 0 | | 3874572 | 148584 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1379.01 | 1379.01 | 27.0 | False | None | None | False | None | False | 37233.27 | 0 | | 3874573 | 148584 | None | 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018) as per REC Standards"
| Nos | 5202.56 | 5202.56 | 7.0 | False | None | None | False | None | False | 36417.92 | 0 | | 3874574 | 148584 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1379.01 | 1379.01 | 7.0 | False | None | None | False | None | False | 9653.07 | 0 | | 3874575 | 148584 | None | 2.03 | 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018)"
| No | 1089.08 | 1089.08 | 27.0 | False | None | None | False | None | False | 29405.16 | 0 | | 3874576 | 148584 | None | 3.01 | 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound)"
| Set | 890.84 | 890.84 | 27.0 | False | None | None | False | None | False | 24052.68 | 0 | | 3874577 | 148584 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
| Nos | 254.0 | 254.0 | 81.0 | False | None | None | False | None | False | 20574.0 | 0 | | 3874578 | 148584 | None | 6.08 | DISC Insulator 45 kN Porcelain
| Nos | 631.89 | 631.89 | 9.0 | False | None | None | False | None | False | 5687.01 | 0 | | 3874579 | 148584 | None | 6.05 | Releasing of Rabbit Conductor
| Per Km | 4970.87 | 4970.87 | 3.645 | False | None | None | False | None | False | 18118.82115 | 0 | | 3874580 | 148584 | None | 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM
| Kms | 57283.93 | 57283.93 | 3.645 | False | None | None | False | None | False | 208799.92485 | 0 | | 3874581 | 148584 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,)"
| Per Km | 6483.69 | 6483.69 | 3.645 | False | None | None | False | None | False | 23633.05005 | 0 | | 3874582 | 148584 | None | 9.03 | PG Clamp Rabbit to Rabbit
| No | 126.38 | 126.38 | 81.0 | False | None | None | False | None | False | 10236.78 | 0 | | 3874583 | 148584 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers
| Set | 391.52 | 391.52 | 81.0 | False | None | None | False | None | False | 31713.12 | 0 | | 3874584 | 148584 | None | 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018)
| No | 358.07 | 358.07 | 2.0 | False | None | None | False | None | False | 716.14 | 0 | | 3874585 | 148584 | None | 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018)
| No | 163.55 | 163.55 | 2.0 | False | None | None | False | None | False | 327.1 | 0 | | 3874586 | 148584 | None | 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole
| Set | 151.16 | 151.16 | 2.0 | False | None | None | False | None | False | 302.32 | 0 | | 3874587 | 148584 | None | 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole
| Set | 151.16 | 151.16 | 2.0 | False | None | None | False | None | False | 302.32 | 0 | | 3874588 | 148584 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only)
| Nos | 38.41 | 38.41 | 10.0 | False | None | None | False | None | False | 384.1 | 0 | | 3874589 | 148584 | None | 6.06 | No. 8 Strain Insulator
| Nos | 33.45 | 33.45 | 10.0 | False | None | None | False | None | False | 334.5 | 0 | | 3874590 | 148584 | None | 2.16 | Spiral Earth Electrode
| Nos | 296.12 | 296.12 | 34.0 | False | None | None | False | None | False | 10068.08 | 0 | | 3874591 | 148584 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing
| Mtr | 115.23 | 115.23 | 37.8 | False | None | None | False | None | False | 4355.694 | 0 | | 3874592 | 148584 | None | 24.01 | 11 kV, GOS
a) 200 Amps, Single Break "
| Set | 11708.55 | 11708.55 | 2.0 | False | None | None | False | None | False | 23417.1 | 0 | | 3874593 | 148584 | None | 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break"
| Set | 1367.86 | 1367.86 | 2.0 | False | None | None | False | None | False | 2735.72 | 0 | | 3874594 | 148584 | None | 1.8.1a | Base Concreting with CC 1:4: 8
-a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm)
| Each | 338.25 | 338.25 | 34.0 | False | None | None | False | None | False | 11500.5 | 0 | | 3874595 | 148584 | None | 1.8.1b | b Pole base for 9 Mtr Square Pole (650x650x150mm)
| Each | 438.61 | 438.61 | 34.0 | False | None | None | False | None | False | 14912.74 | 0 | | 3874596 | 148584 | None | 1.8.2a | Pole Concreting with CC 1:2:4 (without coping)
-9 Mtr support (650x500x1700mm) | Each | 3912.76 | 3912.76 | 34.0 | False | None | None | False | None | False | 133033.84 | 0 | | 3874597 | 148584 | None | 1.8.2g | Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement)
| Each | 247.8 | 247.8 | 2.0 | False | None | None | False | None | False | 495.6 | 0 | | 3874598 | 148584 | None | 21.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle
- for Poles 25 to 105 Mtr
| Per Pole | 353.12 | 353.12 | 27.0 | False | None | None | False | None | False | 9534.24 | 0 | | 3874599 | 148584 | None | 22.02 | For ACSR Conductors 25 to 105 Mtr
| Per Km | 152.4 | 152.4 | 3.645 | False | None | None | False | None | False | 555.498 | 0 | | 3874600 | 148584 | None | 26.02 | Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot)
NOTE:- Consolidated amount for both loading and unloading."
-9 Mtr RCC/PSCC Pole
| No | 175.94 | 175.94 | 27.0 | False | None | None | False | None | False | 4750.38 | 0 | | 3874601 | 148584 | None | 5.06 | Fixing of HT/LT Single Top Support
| Each | 138.77 | 138.77 | 27.0 | False | None | None | False | None | False | 3746.79 | 0 | | 3874602 | 148584 | None | 6.08 | DISC Insulator 45 kN Porcelain
| No | 631.89 | 631.89 | 9.0 | False | None | None | False | None | False | 5687.01 | 0 | | 3874603 | 148584 | None | 24.01 | GOS as per IS-9921, IS-1977 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018)
| Set | 11708.55 | 11708.55 | 2.0 | False | None | None | False | None | False | 23417.1 | 0 | | 3874604 | 148584 | None | 27.02 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading-63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3874605 | 148584 | None | 27.03 | 100 kVA
| No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3874606 | 148584 | None | 27.07 | Un loading-63 kVA
| No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3874607 | 148584 | None | 27.08 | 100 kVA
| No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3874608 | 148584 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)
| Set | 7930.84 | 7930.84 | 1.0 | False | None | None | False | None | False | 7930.84 | 0 | | 3874609 | 148584 | None | 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | No | 920.58 | 920.58 | 12.0 | False | None | None | False | None | False | 11046.96 | 0 | | 3874610 | 148584 | None | 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each
| No | 837.56 | 837.56 | 12.0 | False | None | None | False | None | False | 10050.72 | 0 | | 3874611 | 148584 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
| Bag | 384.09 | 384.09 | 12.0 | False | None | None | False | None | False | 4609.08 | 0 | | 3874612 | 148584 | None | 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified
| No | 2691.11 | 2691.11 | 12.0 | False | None | None | False | None | False | 32293.32 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Sub-Estimate for periodicity of routine Maintenance Activities for First Year | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874613 | 148585 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(16.00 qty to be executed)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874614 | 148585 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 14 | Maintenance of Drains - 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. (1200 mtr qty to be executed)
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874615 | 148585 | None | UNI SR 2023-24 Volume 3 Item No 10.2 ( Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (600sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874616 | 148585 | None | UNI SR 2023-24 Volume 3 Item No 10.5 ( Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874617 | 148585 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 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. PWD, Bangalore, (180cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874618 | 148585 | None | UNI SR 2023-24 Volume 3 Item No 10.3 ( Page No 91 | Maintenance of Earthen Shoulder (Stripping excess soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(600sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Sub-Estimate for periodicity of routine Maintenance Activities for Second Year | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874619 | 148586 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. (24 qty to be executed)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874620 | 148586 | None | UNI SR 2023-24 Volume 3 Item No 16.19 ( Page No | Maintenance of Drains - 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. (1600mtr qty to be executed)
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874621 | 148586 | None | UNI SR 2023-24 Volume 3 Item No 10.2 ( Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (600sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874622 | 148586 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(110 sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874623 | 148586 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 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. (135 cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3874624 | 148586 | None | UNI SR 2023-24 Volume 3 Item No 10.3 ( Page No 91 | maintenance of Earthen Shoulder (Stripping excess soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (180sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C- Sub-Estimate for periodicity of routine Maintenance Activities for Third Year | 214504.68 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874625 | 148587 | None | 2.6 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.
| 100 Sqm | 545.36 | 545.36 | 24.0 | False | None | None | False | None | False | 13088.64 | 0 | | 3874626 | 148587 | None | 16.19 | Maintenance of Drains - 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.
"
| Rmtr | 8.33 | 8.33 | 1600.0 | False | None | None | False | None | False | 13328.0 | 0 | | 3874627 | 148587 | None | 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003
"
| Sqm | 54.12 | 54.12 | 180.0 | False | None | None | False | None | False | 9741.6 | 0 | | 3874628 | 148587 | None | 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.61 | 134.61 | 600.0 | False | None | None | False | None | False | 80766.0 | 0 | | 3874629 | 148587 | None | 16.22 | Maintenance of Road Signs- 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 1910 | Km | 2753.16 | 2753.16 | 2.0 | False | None | None | False | None | False | 5506.32 | 0 | | 3874630 | 148587 | None | 16.24 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint | No | 285.62 | 285.62 | 8.0 | False | None | None | False | None | False | 2284.96 | 0 | | 3874631 | 148587 | None | 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
| Sqm | 591.15 | 591.15 | 55.0 | False | None | None | False | None | False | 32513.25 | 0 | | 3874632 | 148587 | None | 1.12 | 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. | Cum | 131.83 | 131.83 | 135.0 | False | None | None | False | None | False | 17797.05 | 0 | | 3874633 | 148587 | None | 8.1 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 151.26 | 151.26 | 261.0 | False | None | None | False | None | False | 39478.86 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Sub-Estimate for periodicity of routine Maintenance Activities for Fourth Year | 173190.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874634 | 148588 | None | 2.6 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 564.84 | 564.84 | 24.0 | False | None | None | False | None | False | 13556.16 | 0 | | 3874635 | 148588 | None | 16.19 | Maintenance of Drains - 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. | Rmtr | 8.62 | 8.62 | 1600.0 | False | None | None | False | None | False | 13792.0 | 0 | | 3874636 | 148588 | None | 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 180.0 | False | None | None | False | None | False | 10089.0 | 0 | | 3874637 | 148588 | None | 10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 600.0 | False | None | None | False | None | False | 83646.0 | 0 | | 3874638 | 148588 | None | 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
| Sqm | 612.26 | 612.26 | 55.0 | False | None | None | False | None | False | 33674.3 | 0 | | 3874639 | 148588 | 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, 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. | Cum | 136.54 | 136.54 | 135.0 | False | None | None | False | None | False | 18432.9 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Sub-Estimate for periodicity of routine Maintenance Activities for Fifth Year | 213994.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874640 | 148589 | None | 2.6 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 584.31 | 584.31 | 24.0 | False | None | None | False | None | False | 14023.44 | 0 | | 3874641 | 148589 | None | 16.19 | Maintenance of Drains - 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. | Rmtr | 8.92 | 8.92 | 1600.0 | False | None | None | False | None | False | 14272.0 | 0 | | 3874642 | 148589 | None | 10.3 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003
| Sqm | 57.99 | 57.99 | 180.0 | False | None | None | False | None | False | 10438.2 | 0 | | 3874643 | 148589 | None | 10.2 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003
| Sqm | 144.2 | 144.2 | 600.0 | False | None | None | False | None | False | 86520.0 | 0 | | 3874644 | 148589 | None | 10.5 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
| Sqm | 633.38 | 633.38 | 110.0 | False | None | None | False | None | False | 69671.8 | 0 | | 3874645 | 148589 | None | 1.12 | 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. | Cum | 141.25 | 141.25 | 135.0 | False | None | None | False | None | False | 19068.75 | 0 |
| | 1724848427000 | 0 | None | None | Roads | Package-685 C-Sub-Estimate for periodicity of routine Maintenance Activities for Sixth Year Renewal | 6755557.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3874646 | 148590 | None | 16.22 | Maintenance of Road Signs- 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 1910 | Km | 3048.14 | 3048.14 | 2.0 | False | None | None | False | None | False | 6096.28 | 0 | | 3874647 | 148590 | None | 16.24 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint | Nos | 316.49 | 316.49 | 8.0 | False | None | None | False | None | False | 2531.92 | 0 | | 3874648 | 148590 | None | 8.1 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 167.46 | 167.46 | 261.0 | False | None | None | False | None | False | 43707.06 | 0 | | 3874649 | 148590 | None | 5.3 i | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 18.44 | 18.44 | 11016.2 | False | None | None | False | None | False | 203138.728 | 0 | | 3874650 | 148590 | None | 5.16 C | Providing and laying Bituminous Concrete Grading II for traffic less than 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16829.29 | 16829.29 | 330.49 | False | None | None | False | None | False | 5561912.0521 | 0 | | 3874651 | 148590 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 | 757.43 | 757.43 | 182.7 | False | None | None | False | None | False | 138382.461 | 0 | | 3874652 | 148590 | None | 8.15 | 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. | Sqm | 814.27 | 814.27 | 600.0 | False | None | None | False | None | False | 488562.0 | 0 | | 3874653 | 148590 | None | 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 560.77 | 560.77 | 555.0 | False | None | None | False | None | False | 311227.35 | 0 |
|
|
|---|