Military Engineer Services-MES has published Tender Special Repair / Renovation Of Internal Road Kendriya Vidyalaya At 28 Ed Afs Amla. Submission Date for this Tender is 24-04-2024. Road Work Tenders in Betul Madhya Pradesh. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 12-Apr-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 19-04-2024 |
2 | 19-Apr-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 24-04-2024 |
Sl. No. | Item Description |
1 | Material and labour for preparing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc., complete all as specified and directed. |
2 | Material and labour for applying tack coat with bituminous primer @ 5kg/10Sqm of paving bitumen of grade VG-10 over bituminous macadam surfaces all as specified.complete all as specified and directed. |
3 | Material and labour for repairs to unleveled surfaces, depression, road side cuts etc., by filling premixed bituminous macadam using VG-40 paving bitumen @ 4% by weight to total mix in unleveled surfaces, depression, road side cuts etc .laid, rolled and compacted to required gradient and camber with 8 to 10 tone power roller (consolidated thickness of 75 mm or less) and laid by mechanical paver complete all as specified and directed Note:- The rates to be worked out by the contractor for quoting their rate for this item is on the basis of binder content of 4% of the total mix by weight. At the time of actual design mix for the bitumen content more than the specified percentage contractor shall not be reimbursed any extra cost and bitumen content less than the specified percentage then rate shall be adjusted on minus side based on prevailing rate of bitumen. |
4 | Material and labour for bituminous premix semi dense asphaltic concrete 30 mm thick (consolidated thickness), using graded crushed stone aggregate premixed with binder (paving grade bitumen VG 40 grade) @5.5% binder content by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed. Note:- The rates to be worked out by the contractor for quoting their rate for this item is on the basis of binder content of 5.5% of the total mix by weight. At the time of actual design mix for the bitumen content more than the specified percentage contractor shall not be reimbursed any extra cost and bitumen content less than the specified percentage then rate shall be adjusted on minus side based on prevailing rate of bitumen. |
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