પોલીસ કિમĕરRી. રાજકોટ 6ારા વખતો-વખત બહાર પાડવામાં આવતા જાહરનામાનો કોƛટ્રાક્ટરે ચƨતપણે અમલ કરવાનો રહશે. અિધક મદદનીશ ઈજનેર નાયબ કાય’પાલક ઈજનેર સીટS એoSનીયર (ƨપે.) -:: કામના તાિtક ƨપેશીફSક`શન ::- Item No.1 and 2: Dismantelling of Super Structure and dispossing it in 90 mtr lead area And Dismantling Cement concrete of Foundation Or Flooring
1. The work shall consist of removing, as herein after set forth; existing culverts, bridges, pavement, kerbs and other structures like guards- rails, fences, utility poles, manholes, catch basins, inlets, etc. Which are in place but interfere with the new construction or are not suitable to remain in place and of salvaging and disposing of the resulting materials and back-filling the resulting trenches and pits.
2. Existing culverts, bridges, pavements and other structures which are within the work area and which are designated to be removed, shall be removed up to the limits and extent specified in the drawings or as indicated by the Engineer-in-charge.
3. Dismantling and removal operations shall be carried out with such equipment and in such a manner as to leave undisturbed, adjacent pavement, structures and other work to be left intact.
4. All operations necessary for the removal of any existing structure which might endanger new construction shall be completed prior to the start of new work.
5. The structures shall be dismantled carefully and the resulting materials so removed as not to cause any damage to the serviceable materials to be salvaged, the part of structure to be retained and any other properties or structures nearby.
6. Unless otherwise specified, the superstructure portion of culverts / bridges shall be entirely removed and other parts removed to below the ground level or as necessary depending upon the interference they cause to the new construction. Removal of overlying of adjacent material if required in connection with the dismantling of the structures shall be incidental to this item.
7. Where existing culverts / bridges are to be extended or otherwise incorporated in the new work only such part or parts of the existing structure shall be removed as are necessary to provide a proper connection to the new work. The connecting edges, shall be cut, chipped and trimmed to the required lines and grades without weakening or damaging any part of the structure to be retained. Reinforcing bars which are to be left in place so as to project into new work as dowels or ties shall not be injured during removal of concrete.
8. P...
પોલીસ કિમĕરRી. રાજકોટ 6ારા વખતો-વખત બહાર પાડવામાં આવતા જાહરનામાનો કોƛટ્રાક્ટરે ચƨતપણે અમલ કરવાનો રહશે. અિધક મદદનીશ ઈજનેર નાયબ કાય’પાલક ઈજનેર એડS. સીટS એoSનીયર બાધકામ શાખા બાધકામ શાખા બાધકામ શાખા -:: કામના તાિtક ƨપેશીફSક`શન ::- Excavation of Foundation in Soft Murrum, Soil or Sand from 0.0 mtr. to 1.50 mtr depth including lifting and laying as instructed After clearing the site, the center lines will be given by the engineer-in-charge. The contractor shall assume full responsibility for alignment, elevation and dimension and of each and all parts of the work. Contractor shall supply labors, materials, etc required for setting out the reference marks and bench marks and shall maintain them as long as required and directed. The excavation in foundation shall be carried out in true line and level and shall have the width and depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and strutting or providing necessary slopes to a safe angle, at his own cost. The bottom of the excavated area shall be leveled both longitudinally and transversely as directed by removing and watering as required. No earth filling will be allowed for bringing it to level, if by mistake or any other reason excavation is made deeper or wider than that shown on the plan or directed. The extra depth or width shall be made up with concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The excavation upto 1.5 mt depth shall be measured under this item. The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in layers including ramming and watering etc. The balance of the excavated quantity shall be removed by the contractor from the site of work to a place as directed within RMC limit and all lift. After refilling, surplus earth shall have to carted by the contractor within specified limit including loading transporting unloading spreading without any extra cost. The surplus stuff shall be disposed off at the following sites as directed within the prescribed limits of Notification as directed by the engineering in charge. It will be the sole responsible of agency to repair any extra paver / road damages at it’s own cost. Excavated material / Bitumen surface shall be disposed at following site as Notified by RMC and as directed by the engineering in charge. 1. Beside Kotharia Police Station near Stone Quarry 2. All Quarry areas of Raiya Smart City 3. TP Scheme No.10, F...
પોલીસ કિમĕરRી. રાજકોટ 6ારા વખતો-વખત બહાર પાડવામાં આવતા જાહરનામાનો કોƛટ્રાક્ટરે ચƨતપણે અમલ કરવાનો રહશે. અિધક મદદનીશ ઈજનેર નાયબ કાય’પાલક ઈજનેર એડS. સીટS એoSનીયર બાધકામ શાખા બાધકામ શાખા બાધકામ શાખા -:: કામના તાિtક ƨપેશીફSક`શન ::- Excavation of Foundation in Soft Murrum, Soil or Sand from 0.0 mtr. to 1.50 mtr depth including lifting and laying as instructed
પોલીસ કિમĕરRી. રાજકોટ 6ારા વખતો-વખત બહાર પાડવામાં આવતા