| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Feb-202 | date extend | Date | 05-03-2021 |
| FileName | File Description | File Size |
| 68F1E511-9ED0-4F48-9AFA-1F5DBECC7DCD.html | Tender Notice-Tender Notice | 0 |
| 1632t1.pdf | Tender Document-t1 | 421.86 |
| BOQ_849690.xls | Tender Document-boq | 251.50 |
| Tendernotice_1.pdf | Tender Document-nit | 4447.78 |
| Name of Work: General Repair and Renewal with P.C. on Kone Link Road | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam specification in 3.75 m width and 7.5 cm compacted thickness including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone dust screening @ 0.18 cum / 10 sqm to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 40 | Cum | |
| 2 | 2 | Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 Kg/sqm on the prepare granular surface treated with primer & cleaned clause 503. | 4500 | Sqm | |
| 3 | 3 | Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using penetration grade bitumen/CRMB or emulsion @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508. | 4500 | Sqm | |
| 4 | 4 | Providing and laying seal coat ( Type C) sealing with Bitumen (VG-10) the voids in a bituminous surface laid to the specified levels, grade and cross fall using minumum 6.50 Kg per 10 Sq mt as per Technical Specification Clause 510 | 4500 | Sqm | |
| 5 | 5 | Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I. (Including Royalty @ Rs. 30.00/Cum) | 700 | Cum |
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