Allahabad Development Authority-ADA has published Construction Of Bus Shelters Part 2 Civil Work At Different Locations In City. Submission Date for this Tender is 02-02-2021. Civil Work Tenders in different locations in City Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work:Construction of Bus Shelters Part-2 (Civil Work) at different locations in City | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Exacavation in ordinary soil (Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth, all complete as per drawings and directed of Engineer-in-charge Excluding Royalty | BI01010001010000000000000515BI0100001113 | 215.05 | Cum |
| 2 | 2 | Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20cm layers including ramming & dressing the surface to required level & slopes and also including 1.50M lift and 30 M lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 Mtr. distance as directed by E/I.(Excluding Royalty & GST) | BI01010001010000000000000515BI0100001114 | 1656.99 | Cum |
| 3 | 3 | Construction of granular sub-base by providing close graded material of Grade-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | BI01010001010000000000000515BI0100001115 | 613.7 | Cum |
| 4 | 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001116 | 763.47 | Cum |
| 5 | 5 | Providing and laying Dense Graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects. | BI01010001010000000000000515BI0100001117 | 148.07 | Cum |
| 6 | 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001118 | 1088 | Sqm |
| 7 | 7 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001119 | 1088 | Sqm |
| 8 | 8 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 509 complete in all respects | BI01010001010000000000000515BI0100001120 | 118.49 | Cum |
| 9 | 9 | Construction of cement concrete kerb in M 20 grade Cement Concrete , kerb stone laid with kerb laying machine, all complete as per clause 408 of MoRTH.(A R) | BI01010001010000000000000515BI0100001121 | 106.08 | Cum |
| 10 | 10 | Sand filling with local sand including supply of all labour, material and T&P etc. required for proper completion of the work all complete as per drawings and directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 532.61 | Cum |
| 11 | 11 | Providing of plan cement concrete with 40mm gauge approved stone ballast coarse sand and cement including supply of all material, labour, tools & plant etc. required for proper completion of work., all complete as per specifications of PWD 5.4.1, drawings and directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 153 | Cum |
| 12 | 12 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the with white cement mixed with matching pigments etc. Complete as per the directions of Engineer-in-Charge | BI01010001010000000000000515BI0100001124 | 428.4 | Sqm |
| 13 | 13 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. | BI01010001010000000000000515BI0100001125 | 102 | Nos |
| 14 | 14 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm),including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge) | BI01010001010000000000000515BI0100001126 | 47.09 | Cum |
| 15 | 15 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | BI01010001010000000000000515BI0100001127 | 382.5 | Sqm |
| 16 | 16 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | BI01010001010000000000000515BI0100001128 | 918 | Sqm |
| 17 | 17 | Supply and fixing of 60mm thick rectangular shaped Mechanically compressed interlocking cement concrete paver blocks manufactured by high pressure & controlled vibration machine having plan and dimension 200 x (160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressive strength of concrete paver shall not be less than 30Mpa, including cost of all materials, labour,T&P etc required for proper completion of work as directed by engineer in charge including base of 50mm thick local sand. | BI01010001010000000000000515BI0100001129 | 2393.6 | Sqm |
| 18 | 18 | Dismantling of exsting footpath work including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge | BI01010001010000000000000515BI0100001130 | 1020 | Cum |
| 19 | 19 | Disposal of surplus earth and dismantled brick/CC/RCC at a distance of 5 Km. from site including loading and unloading all complete as per directed of Engineer-in-charge | BI01010001010000000000000515BI0100001131 | 2892.04 | Cum |
| 20 | 20 | Exacavation in ordinary soil (Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth, all complete as per drawings and directed of Engineer-in-charge. Excluding Royalty | BI01010001010000000000000515BI0100001132 | 316.25 | Cum |
| 21 | 21 | Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20cm layers including ramming & dressing the surface to required level & slopes and also including 1.50M lift and 30 M lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 Mtr. distance as directed by E/I.(Excluding Royalty & GST) | BI01010001010000000000000515BI0100001133 | 2436.75 | Cum |
| 22 | 22 | Construction of granular sub-base by providing close graded material of Grade-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | BI01010001010000000000000515BI0100001134 | 902.5 | Cum |
| 23 | 23 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001135 | 1122.75 | Cum |
| 24 | 24 | Providing and laying Dense Graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects. | BI01010001010000000000000515BI0100001136 | 217.75 | Cum |
| 25 | 25 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001137 | 1600 | Sqm |
| 26 | 26 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001138 | 1600 | Sqm |
| 27 | 27 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 509 complete in all respects | BI01010001010000000000000515BI0100001139 | 174.25 | Cum |
| 28 | 28 | Construction of cement concrete kerb in M 20 grade Cement Concrete , kerb stone laid with kerb laying machine, all complete as per clause 408 of MoRTH.(A R ) | BI01010001010000000000000515BI0100001140 | 156 | Cum |
| 29 | 29 | Sand filling with local sand including supply of all labour, material and T&P etc. required for proper completion of the work all complete as per drawings and directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001141 | 783.25 | Cum |
| 30 | 30 | Providing of plan cement concrete with 40mm gauge approved stone ballast coarse sand and cement including supply of all material, labour, tools & plant etc. required for proper completion of work., all complete as per specifications of PWD 5.4.1, drawings and directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001142 | 225 | Cum |
| 31 | 31 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the with white cement mixed with matching pigments etc. Complete as per the directions of Engineer-in-Charge | BI01010001010000000000000515BI0100001143 | 630 | Sqm |
| 32 | 32 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. | BI01010001010000000000000515BI0100001144 | 150 | Nos |
| 33 | 33 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm),including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge) | BI01010001010000000000000515BI0100001145 | 69.25 | Cum |
| 34 | 34 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | BI01010001010000000000000515BI0100001146 | 562.5 | Sqm |
| 35 | 35 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | BI01010001010000000000000515BI0100001147 | 1350 | Sqm |
| 36 | 36 | Supply and fixing of 60mm thick rectangular shaped Mechanically compressed interlocking cement concrete paver blocks manufactured by high pressure & controlled vibration machine having plan and dimension 200 x (160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressive strength of concrete paver shall not be less than 30Mpa, including cost of all materials, labour,T&P etc required for proper completion of work as directed by engineer in charge including base of 50mm thick local sand. | BI01010001010000000000000515BI0100001148 | 3520 | Sqm |
| 37 | 37 | Dismantling of exsting footpath work including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge | BI01010001010000000000000515BI0100001149 | 1 | Cum |
| 38 | 38 | Disposal of surplus earth and dismantled brick/CC/RCC at a distance of 5 Km. from site including loading and unloading all complete as per directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001150 | 2753 | Cum |
| 39 | 39 | Exacavation in ordinary soil (Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth, all complete as per drawings and directed of Engineer-in-charge. Excluding Royalty | BI01010001010000000000000515BI0100001151 | 392.15 | Cum |
| 40 | 40 | Disposal of surplus earth and dismantled brick/CC/RCC at a distance of 5 Km. from site including loading and unloading all complete as per directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001152 | 392.15 | Cum |
| 41 | 41 | Providing of plan cement concrete with 40mm gauge approved stone ballast coarse sand and cement including supply of all material, labour, tools & plant etc. required for proper completion of work., all complete as per spefications of PWD 5.4.1, drawings and directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001153 | 279 | Cum |
| 42 | 42 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the with white cement mixed with matching pigments etc. Complete as per the directions of Engineer-in-Charge | BI01010001010000000000000515BI0100001154 | 781.2 | Sqm |
| 43 | 43 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. | BI01010001010000000000000515BI0100001155 | 186 | Nos |
| 44 | 44 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | BI01010001010000000000000515BI0100001156 | 465 | Sqm |
| 45 | 45 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | BI01010001010000000000000515BI0100001157 | 1078.8 | Sqm |
| 46 | 46 | Exacavation in ordinary soil (Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth, all complete as per drawings and directed of Engineer-in-charge. Excluding Royalty | BI01010001010000000000000515BI0100001158 | 326 | Cum |
| 47 | 47 | Disposal of surplus earth and dismantled brick/CC/RCC at a distance of 5 Km. from site including loading and unloading all complete as per directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001159 | 326 | Cum |
| 48 | 48 | Providing of plan cement concrete with 40mm gauge approved stone ballast coarse sand and cement including supply of all material, labour, tools & plant etc. required for proper completion of work., all complete as per spefications of PWD 5.4.1, drawings and directed of Engineer-in-charge. | BI01010001010000000000000515BI0100001160 | 225.2 | Cum |
| 49 | 49 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the with white cement mixed with matching pigments etc. Complete as per the directions of Engineer-in-Charge | BI01010001010000000000000515BI0100001161 | 792 | Sqm |
| 50 | 50 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. | BI01010001010000000000000515BI0100001162 | 240 | Nos |
| 51 | 51 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | BI01010001010000000000000515BI0100001163 | 600 | Sqm |
| 52 | 52 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | BI01010001010000000000000515BI0100001164 | 708 | Sqm |
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