| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1723448519000 | 1 | None | None | Roads | Ooty to Wandli From 0.00Km to 11.00Km (Selected Reaches) in Devadurga taluka Raichur District | 553540.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754766 | 140987 | None | PWD SR 2023-24 Volume-3 SLNo 2.5 PN 09 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of light jungle. (PWD SR 2023-24 Volume-3 SLNo:2.5 (ii) (a) Page no:9) | 100 Sqm | 486.93 | 486.93 | 116.0 | False | None | None | False | None | False | 56483.88 | 0 | | 3754767 | 140987 | None | PWD SR 2023-24 Volume-1 SLNo:1.14.1 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 the work (PWD SR 2023-24 Volume-1 SLNo:1.14.1 Page no:8) | Cum | 126.78 | 126.78 | 668.25 | False | None | None | False | None | False | 84720.735 | 0 | | 3754768 | 140987 | None | PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91 | Maintenance of Earth Shoulder (stripping excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. (PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91) | Cum | 48.32 | 48.32 | 2149.2 | False | None | None | False | None | False | 103849.344 | 0 | | 3754769 | 140987 | None | PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91 | Restoration of Rain Cuts. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes (PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91) | Cum | 232.93 | 232.93 | 104.06 | False | None | None | False | None | False | 24238.6958 | 0 | | 3754770 | 140987 | None | PWD SR 2023-24 Volume-3 SLNo 10.15 Page no 93 | Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc, complete as per specification. (PWD SR 2023-24 Volume-3 SLNo:10.15(i) Page no:93) | Sqm | 325.85 | 325.85 | 377.25 | False | None | None | False | None | False | 122926.9125 | 0 | | 3754771 | 140987 | None | PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93 | Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification (PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93) | Sqm | 615.78 | 615.78 | 153.75 | False | None | None | False | None | False | 94676.175 | 0 | | 3754772 | 140987 | None | PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148 | White washing of parapet walls of CD work and tree trunks. White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. (PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148) | Sqm | 33.45 | 33.45 | 270.0 | False | None | None | False | None | False | 9031.5 | 0 | | 3754773 | 140987 | None | PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:57 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8 1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast) (PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:57) | Each | 3626.55 | 3626.55 | 4.0 | False | None | None | False | None | False | 14506.2 | 0 | | 3754774 | 140987 | None | PWD SR VOL III It No 8.6(viii) & P.No 65 | Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mmthickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (viii) 60 cm circular PWD SR for Roads & Bridges of VOL III for the year 2023-24 (It No 8.6(viii) & P.No 65) | Each | 5388.41 | 5388.41 | 8.0 | False | None | None | False | None | False | 43107.28 | 0 |
| | 1723448519000 | 1 | None | None | Roads | Amarapur to Kamaldinni Via Parapur From Ch. 0.00Km to 10.00Km (Selected Reaches) in Devadurga taluka Raichur District | 409589.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754775 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo 2.5 PN 09 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of light jungle. (PWD SR 2023-24 Volume-3 SLNo:2.5 (ii) (a) Page no:9) | 100 Sqm | 486.86 | 486.86 | 133.0 | False | None | None | False | None | False | 64752.38 | 0 | | 3754776 | 140988 | None | PWD SR 2023-24 Volume-1 SLNo:1.14.1 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 the work (PWD SR 2023-24 Volume-1 SLNo:1.14.1 Page no:8) | Cum | 126.37 | 126.37 | 425.25 | False | None | None | False | None | False | 53738.8425 | 0 | | 3754777 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91 | Maintenance of Earth Shoulder (stripping excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. (PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91) | Cum | 48.32 | 48.32 | 1710.0 | False | None | None | False | None | False | 82627.2 | 0 | | 3754778 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91 | Restoration of Rain Cuts. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes (PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91) | Cum | 232.93 | 232.93 | 42.75 | False | None | None | False | None | False | 9957.7575 | 0 | | 3754779 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo 10.15 Page no 93 | Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc, complete as per specification. (PWD SR 2023-24 Volume-3 SLNo:10.15(i) Page no:93) | Sqm | 325.86 | 325.86 | 375.0 | False | None | None | False | None | False | 122197.5 | 0 | | 3754780 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93 | Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification (PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93) | Sqm | 615.78 | 615.78 | 75.0 | False | None | None | False | None | False | 46183.5 | 0 | | 3754781 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148 | White washing of parapet walls of CD work and tree trunks. White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. (PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148) | Sqm | 33.45 | 33.45 | 150.0 | False | None | None | False | None | False | 5017.5 | 0 | | 3754782 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo:8.6(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.(iv) 60 cm equilateral triangle (PWD SR 2023-24 Volume-3 SLNo:8.6(iv) Page no:64) | Each | 4465.35 | 4465.35 | 4.0 | False | None | None | False | None | False | 17861.4 | 0 | | 3754783 | 140988 | None | PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:57 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8 1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast) (PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:67) | Each | 3626.55 | 3626.55 | 2.0 | False | None | None | False | None | False | 7253.1 | 0 |
| | 1723448519000 | 1 | None | None | Roads | Somanmardi to Wandli Via Yalagatta (Till SH-20)From 0.00Km to 6.70 (Construction Of C. C Road ) Km in Devadurga taluka Raichur District | 2355705.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754784 | 140989 | None | PWD SR VOL III 2023-24(It. No 2.5(ii) a P. No. 9) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Mechanical Means using Dozer | 100 Sqm | 486.93 | 486.93 | 215.0 | False | None | None | False | None | False | 104689.95 | 0 | | 3754785 | 140989 | None | PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 610.82 | 610.82 | 577.5 | False | None | None | False | None | False | 352748.55 | 0 | | 3754786 | 140989 | None | PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) | Granular Sub-Base
A.Plant Mix Method
Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material | Cum | 3081.39 | 3081.39 | 84.38 | False | None | None | False | None | False | 260007.6882 | 0 | | 3754787 | 140989 | None | PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) | Wet Mix Macadam (Plant mix method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 84.38 | False | None | None | False | None | False | 267535.228 | 0 | | 3754788 | 140989 | None | PWD SR 2023-24 Volume-3 SLNo:16.27 Page no:149 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(PWD SR 2023-24 Volume-3 SLNo:16.27 Page no:149) | Cum | 7897.3 | 7897.3 | 168.75 | False | None | None | False | None | False | 1332669.375 | 0 | | 3754789 | 140989 | None | PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) | Compacting Original Ground
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at
OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD SR for Roads & Bridges of VOL III for the year 2023-24 (Sl.No.3.7, P.No 17) | Cum | 130.1 | 130.1 | 292.5 | False | None | None | False | None | False | 38054.25 | 0 |
| | 1723448519000 | 1 | None | None | Roads | Employing Gangmen | 280182.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754790 | 140990 | None | PWD SR Volume 1 Page No. A50 Item No. IV | Employing Gangmen for Maintenance and Supervision of Road (Zone II IV Un-Skilled) PWD SR Volume 1 Page No. A50 Item No. IV (Unskilled) | Man Days | 898.02 | 898.02 | 312.0 | False | None | None | False | None | False | 280182.24 | 0 |
| | 1723449715000 | 0 | None | None | Roads | Annual Maintenance and Employing Gangmen Maintenance of MDR 1) Ooty to Wandli From 0.00Km to 13.00Km (Selected Reaches) in Devadurga taluka Raichur District 2) Amarapur to Kamaldinni Via Parapur From Ch. 0.00Km to 10.00Km (Selected Reaches) in Devadurga taluka Raichur District 3) Somanmardi to Wandli Via Yalagatta (Till SH-20)From 0.00Km to 6.70 (Construction Of C. C Road ) Km in Devadurga taluka Raichur District Under 3054 MDR Road Maintenance for the year 2024-25 Work reserved for ST Category | 3599017.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3755349 | 141027 | None | PWD SR Volume 1 Page No. A50 Item No. IV | Employing Gangmen for Maintenance and Supervision of Road (Zone II IV Un-Skilled) PWD SR Volume 1 Page No. A50 Item No. IV (Unskilled) | Man Days | 898.02 | 898.02 | 312.0 | False | None | None | False | None | False | 280182.24 | 0 | | 3755343 | 141027 | None | PWD SR VOL III 2023-24(It. No 2.5(ii) a P. No. 9) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Mechanical Means using Dozer | 100 Sqm | 486.93 | 486.93 | 215.0 | False | None | None | False | None | False | 104689.95 | 0 | | 3755325 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo 2.5 PN 09 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of light jungle. (PWD SR 2023-24 Volume-3 SLNo:2.5 (ii) (a) Page no:9) | 100 Sqm | 486.93 | 486.93 | 116.0 | False | None | None | False | None | False | 56483.88 | 0 | | 3755334 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo 2.5 PN 09 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of light jungle. (PWD SR 2023-24 Volume-3 SLNo:2.5 (ii) (a) Page no:9) | 100 Sqm | 486.86 | 486.86 | 133.0 | False | None | None | False | None | False | 64752.38 | 0 | | 3755335 | 141027 | None | PWD SR 2023-24 Volume-1 SLNo:1.14.1 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 the work (PWD SR 2023-24 Volume-1 SLNo:1.14.1 Page no:8) | Cum | 126.37 | 126.37 | 425.25 | False | None | None | False | None | False | 53738.8425 | 0 | | 3755344 | 141027 | None | PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge | Cum | 610.82 | 610.82 | 577.5 | False | None | None | False | None | False | 352748.55 | 0 | | 3755326 | 141027 | None | PWD SR 2023-24 Volume-1 SLNo:1.14.1 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 the work (PWD SR 2023-24 Volume-1 SLNo:1.14.1 Page no:8) | Cum | 126.78 | 126.78 | 668.25 | False | None | None | False | None | False | 84720.735 | 0 | | 3755336 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91 | Maintenance of Earth Shoulder (stripping excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. (PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91) | Cum | 48.32 | 48.32 | 1710.0 | False | None | None | False | None | False | 82627.2 | 0 | | 3755345 | 141027 | None | PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) | Granular Sub-Base
A.Plant Mix Method
Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material | Cum | 3081.39 | 3081.39 | 84.38 | False | None | None | False | None | False | 260007.6882 | 0 | | 3755327 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91 | Maintenance of Earth Shoulder (stripping excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. (PWD SR 2023-24 Volume-3 SLNo: 10.3 Page no:91) | Cum | 48.32 | 48.32 | 2149.2 | False | None | None | False | None | False | 103849.344 | 0 | | 3755337 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91 | Restoration of Rain Cuts. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes (PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91) | Cum | 232.93 | 232.93 | 42.75 | False | None | None | False | None | False | 9957.7575 | 0 | | 3755328 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91 | Restoration of Rain Cuts. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes (PWD SR 2023-24 Volume-3 SLNo:10.1 Page no:91) | Cum | 232.93 | 232.93 | 104.06 | False | None | None | False | None | False | 24238.6958 | 0 | | 3755346 | 141027 | None | PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) | Wet Mix Macadam (Plant mix method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 84.38 | False | None | None | False | None | False | 267535.228 | 0 | | 3755347 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:16.27 Page no:149 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(PWD SR 2023-24 Volume-3 SLNo:16.27 Page no:149) | Cum | 7897.3 | 7897.3 | 168.75 | False | None | None | False | None | False | 1332669.375 | 0 | | 3755338 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo 10.15 Page no 93 | Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc, complete as per specification. (PWD SR 2023-24 Volume-3 SLNo:10.15(i) Page no:93) | Sqm | 325.86 | 325.86 | 375.0 | False | None | None | False | None | False | 122197.5 | 0 | | 3755329 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo 10.15 Page no 93 | Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc, complete as per specification. (PWD SR 2023-24 Volume-3 SLNo:10.15(i) Page no:93) | Sqm | 325.85 | 325.85 | 377.25 | False | None | None | False | None | False | 122926.9125 | 0 | | 3755330 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93 | Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification (PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93) | Sqm | 615.78 | 615.78 | 153.75 | False | None | None | False | None | False | 94676.175 | 0 | | 3755339 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93 | Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification (PWD SR 2023-24 Volume-3 SLNo:10.15 (ii) Page no:93) | Sqm | 615.78 | 615.78 | 75.0 | False | None | None | False | None | False | 46183.5 | 0 | | 3755348 | 141027 | None | PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) | Compacting Original Ground
Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at
OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD SR for Roads & Bridges of VOL III for the year 2023-24 (Sl.No.3.7, P.No 17) | Cum | 130.1 | 130.1 | 292.5 | False | None | None | False | None | False | 38054.25 | 0 | | 3755331 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148 | White washing of parapet walls of CD work and tree trunks. White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. (PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148) | Sqm | 33.45 | 33.45 | 270.0 | False | None | None | False | None | False | 9031.5 | 0 | | 3755340 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148 | White washing of parapet walls of CD work and tree trunks. White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. (PWD SR 2023-24 Volume-3 SLNo:16.26 Page no:148) | Sqm | 33.45 | 33.45 | 150.0 | False | None | None | False | None | False | 5017.5 | 0 | | 3755332 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:57 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8 1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast) (PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:57) | Each | 3626.55 | 3626.55 | 4.0 | False | None | None | False | None | False | 14506.2 | 0 | | 3755341 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:8.6(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.(iv) 60 cm equilateral triangle (PWD SR 2023-24 Volume-3 SLNo:8.6(iv) Page no:64) | Each | 4465.35 | 4465.35 | 4.0 | False | None | None | False | None | False | 17861.4 | 0 | | 3755342 | 141027 | None | PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:57 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8 1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast) (PWD SR 2023-24 Volume-3 SLNo:8.16(ii) Page no:67) | Each | 3626.55 | 3626.55 | 2.0 | False | None | None | False | None | False | 7253.1 | 0 | | 3755333 | 141027 | None | PWD SR VOL III It No 8.6(viii) & P.No 65 | Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mmthickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (viii) 60 cm circular PWD SR for Roads & Bridges of VOL III for the year 2023-24 (It No 8.6(viii) & P.No 65) | Each | 5388.41 | 5388.41 | 8.0 | False | None | None | False | None | False | 43107.28 | 0 |
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| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
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| 1723448520000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1723448520000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1723448520000 | 1 | None | None | ELIGIBILITY | Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Tribe category as prescribed in the tender documents | None | | 1723448520000 | 0 | None | None | ELIGIBILITY | It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. | None | | 1723448520000 | 0 | None | None | ELIGIBILITY | EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. | None | | 1723448996000 | 0 | None | None | ELIGIBILITY | The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non accessibility of KPP portal due to internet connectivity issues and technical glitches at bidders end. | None | | 1723449004000 | 0 | None | None | ELIGIBILITY | As per Karnataka State Government order No LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.07.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. | None | | 1723449031000 | 0 | None | None | ELIGIBILITY | A1.Conditional tenders will not be accepted. A2.The Tenderer shall obtain the required work done certificates from the Competent Authority not below the rank of Executive Engineer or equivalent. A3.Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive). A4.The Tenderer shall scan Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machineries and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. (If applicable for this work). A5.The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. A6.The tenderer shall maintain the Road/Building during the defect liability period at his own cost. A7.The Department is not responsible for any delay in accessing KPP portal. A8.The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. A9.Agency shall comply with ISO14001 (Environmental Management System) requirement during execution of work. A10.All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity till completion. Contractor should indemnify the client to that extent. A11.Contractor should follow strictly the prevailing rules of Labour Act and applicable any other law as concerned to work. A12.If undue delay caused by the contractor, the progressive damages caused to road will be assessed and make good at the cost and risk of the contractor. In addition, suitable action will be initiated against the contractor for the damages occurred during the undue delay period in accordance with the Karnataka Highway Act, 1964. A13.It is mandatory for the contractor to upload the work done certificate issued by an officer not below the rank of Executive Engineer duly indicating the work indent numbers for works costing more than Rs.5.00 lakhs. A14.The Item Rate quoted shall be inclusive of GST, the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. A15.In the estimate, rates are considered inclusive of GST at 18%. The tenderer shall quote his rates including GST. It may be noted that GST will not be paid seperately. A16.The tenderer shall note that, the increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. A17.The tenderers shall note that, as per The Karnataka Minor Mineral Concession Rules-1964, it is mandatory to submit the Mineral dispatch Permits (MDPs) issued by a competent authority, along with the bills. If not, penalty will be levied as per the prevailing clauses. A18.The bidder has to ensure the maintenance of roads for a period of one year ( 12 months) as directed by Engineer in-charge, A19.Any deviation / error / mistake found in units of items, they should be read as in the unified SR 2023-24 and the rates shall be quoted accordingly, A20.The tenderer shall note that Gangmen are to be engaged for maintenance and supervision, for which reservation will be followed as per the government circular vide G.O Ref: PWD/995/IFA 2023(e-office) dated 24-05-2024. In this regard, the successful tenderer shall furnsih the caste certificate at the time of entering in to tender agreement. A21.The Gangmen considered in the contract is in legal binding with G.O Ref: PWD/995/IFA 2023(e-office) dated 24-05-2024, All the terms and conditions are to be complied. A22.The rates considered for Gangmen consist of wages to Gangmen and daily fuel allowance. | None | | 1723449040000 | 0 | None | None | ELIGIBILITY | A23.The Gangmen hired by contractor must have his own two wheeler with valid statutory documents such as driving licence, insurance, RC etc. A24.The tenderer should ensure timely payment of monthly wages and produce the same along with the bill (Supporting documents) and also to ensure all the labour laws and acts as at prevailing time A25.All the Tools and tackles which are required for maintenance of the road for Gangmen should be provided by the contractor/ bidder only. A26.The contractor is sole responsible for the safety of Gangmen.It is mandatory to possess EPF/ESI for the Gangmen engaged for this work. A27.Gangmen Dairy duly mentioning daily activities performed by him, shall be maintained at sub division level supervised by Engineer In charge and attested by the concerned Assistant Executive Engineer. A28.In the BOQ, if the tenderer quote below the estimate rates for engaging Gangmen for maintenance and supervision of road, the tenderer shall have to pay to the Gangmen, as per the schedule of rates or Minimum Wages Act and should follow all labour rules and regulation and as per the direction of Engineer incharge. Documentary evidence in this regard shall be submitted along with bill. A29.The Gangmen shall be physically fit and able to ride the two wheeler. Miniimum age of the Gangmen shall not be less than 18 years of age, A30.The Gangmen shall work on all days except on Sundays. He shall work for a minimum duration of 8 hours in a day, as per the Labour Act, A31.Gangmen shall monitor the unauthorized excavation of Roads / encroachment of road property, vent clearance of culverts or any other activities etc., in the section of road assigned to him and bring them to the notice of the concerned Section officer / Assistant Executive Engineer immediately., A32.Gangmen shall carryout necessary works for maintenance of roads as per the directions of concerned Section officer / Assistant Executive Engineer. He shall also accessible to the secton officer/Asssistant executive Engineer whenever required. Any disobidience or dereliction of duty shall be treated as breach of contrcat and suitable action will be initiated. A33.The tender period for completion of work is 11 (Eleven) Calendar months. (Including monsoon period), A34.it is obligatory for the contractor to use the required machineries for various activities involved in construction as per Morth specification | None | | 1723449654000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (a) achieved in at least one financial years an average financial turn over (in all cases of civil engineering construction works only) Rs.35.99 Lakhs | None | | 1723449663000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (b) satisfactorily completed as prime contractor, at least one similar work of value not less than Rs.8.99 Lakhs | None |
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