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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | ₹8.6 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹8.8 L+₹15,522 (1.80%)Rejected-Finance | ₹8.8 L+₹15,522 (1.80%) | L2 | Rejected-Finance Being L2 |
Tender Value
₹8.7 L
EMD Value
₹17,320
Closing Date
24 Apr 2024, 6:00 pmClosed
CWE AF NAGPUR
HQ CWE AF NAGPUR VAYUSENA NAGAR, NAGPUR 440007 MILITARY ENGINEER SERVICES
SPECIAL REPAIR RENOVATION OF INTERNAL ROAD KENDRIYA VIDYALAYA AT 28 ED AFS AMLA
2024_MES_641033_2
80626
Open Tender
Civil Works - Roads
Item Rate
180 days
GE AF AMLA
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
GE AF AMLA
₹17,320
Yes
3 May 2024
22 Mar 2024
27 Apr 2024
22 Mar 2024
24 Apr 2024
5 Apr 2024
Amount
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.
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.
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.
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.
Samaksh Enterprises
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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