Tender For Road Restoration Of K-Ii Head In R-Iii Division During 2025-26.. Sh:- Restoration Of Footpath At Africa Avenue Road Both Side By Laying Rmc, cement concrete Slabs & Interlocking Etc. And Repairing Of Africa Avenue Bituminous Portion Under
Tender Overview
Project Description
Tender for Road Restoration Of K-Ii Head In R-Iii Division During 2025-26.. Sh:- Restoration Of Footpath At Africa Avenue Road Both Side By Laying Rmc, cement concrete Slabs & Interlocking Etc. And Repairing Of Africa Avenue Bituminous Portion Under Netaji Nagar Road Service Centre.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 gradedstone aggregate 40 mm nominal size Recycled Aggregate (RA) |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level : Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 4 | Providing & laying in footpath and pavement etc. factory made precast cement concrete slab of size 400mmx400mmx50mm of design mix CC of M-30 grade manufactured in joint less moulds on vibration table and finished smooth as per shape, size and pattern over a base of 12mm thick average cement mortar 1:5 (1cement:5coarse sand) and having joints not exceeding 10mm thick filled with cement mortar 1:5 (1cement:5coarse sand) and neatly finished etc complete as per the direction and instructions of Engineer in charge. (Nothing extra shall be paid to be contractor for laying slabs in approved pattern in using precast slabs of required shapes at end of footpath). |
| 5 | Relaying in footpath and pavement etc factory made precast cement concrete slab of size 400X400X50 mm of design mix CC of M-30 grade manufactured in joint less moulds on vibration table and finished smooth as per the shape, size and pattern over a base of 12 mm thick (average) cement mortar 1:5 (1 cement:5 coarse sand) & having joints not exceeding more than 10 mm thick (avg.) filled with cement mortar 1:5 (1 cement : 5coarse sand) and neatly finished etc. complete as per direction and instruction of Engineer-in-charge (nothing extra shall be paid to the contractor for laying, slabs in approved pattern and using precast slabs of required shape at the end of footpath.) |
| 6 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 7 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 8 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 9 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge |
| 10 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 11 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 12 | Disposal of building rubbish / malba/silt / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting and unloading the same at any C&D waste management site within 25kms. lead i.e. Shastri Park/Burari/Mundka including weighting at plant etc. complete as per direction of Engineer-in-charge. weighing and unloading at the plant shall be as per procedures/rules of plant management. The rates are inclusive of all operations, labours, leads and lifts from site of work to the C&D waste plant. The processing fee of C&D management at prescribed rates will be deposited by the agency and the same shall be reimbursement by the department on production of only original cash receipts. |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 14 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 15 | Supplying and filling in plinth with sand under floors, including watering ramming, consolidating and dressing complete. |
| 16 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 17 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC infor all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. Please Enable Macros to View BoQ information |
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