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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift,including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | 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, lead up to 50 and for all lift. |
| 3 | P/L cement concrete - all works upto plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | 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 fine sand derived from natural sources:10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 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). |
| 6 | 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 ofEngineer-in-Charge. |
| 7 | 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 |
| 8 | Supplying and stacking at siteNewel posts size (100*100*1000mm), for White Marble Railing all complete as per direction of Engineer-in-charge. |
| 9 | Supplying and stacking at site Baluster Pillar size (75*75*750mm) for White Marble Railing all complete as per direction of Engineer-in-charge. |
| 10 | Fixing White Marble Railing i/c Newel posts size (100*100*1000mm) Baluster Pillar size (75*75*750) and top rail size (100*50)in proper level etc. all complete as per direction of Engineer-in-charge. |
| 11 | Correction Factor on DSR @0.973 |
| 12 | Note:1. After opening of the financial bid, the L1 bidder shall submit the Performance Guarantee (PG) within 03 days, which may be extended up to 02 days with late fee.2. The date of start of work shall be the next day from the award of work.3. From the date of start of work, the agency shall procure and arrange all required materials within 03 days. On Failure, the work will be closed under clause-3 with forfeit PG and APG without any notice. 4. The time period for completion of the work shall be 07 days from the date of start of work.5. In case of delay in completion of the work beyond the stipulated time period, a penalty of ₹1,00,000 (Rupees One Lakh only) per day shall be levied and deducted from the running/final bill/PG/APG. |
