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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹21.2 L+₹27,134 (1.29%)Rejected-Finance | L2 | Rejected-Finance Higher Bidder | |
| 3 | L3₹26.6 L+₹5.6 L (26.8%)Rejected-Finance | L3 | Rejected-Finance Higher Bidder |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
19 Mar 2024, 6:00 pmClosed
HQ CWE Ferozepur Cnatt
HQ CWE Ferozepur Cantt PIN 152001
CWE/FZR-53/2023-24 Special repair of road from guard post No 1 to 6 at ASD(FAD) Kasubegu under GE(East) Ferozepur Cantt
2024_MES_643529_1
CWE/FZR-53/2023-24
Open Tender
Civil Works
Item Rate
180 days
Ferozepur Cantt
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (East) Ferozepur Cantt
₹60,000
Yes
15 Apr 2024
21 Feb 2024
26 Mar 2024
21 Feb 2024
19 Mar 2024
7 Mar 2024
Amount
Material and labour for Preparing surfaces by brushing with wire brushes for removing caked mud etc, sweping with broomes and finally fanning the cleaned surfaces with mechanical compressor to remove all loose dirt etc from unsurfaced water bound macadam & applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 grade pesnetration at 5 Kg per 10 Sq M complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Bituminous premix semi-dense asphaltic concrete, 30 mm thick (consolidated thickness) with coarse aggregate in single layer, using 5.5% binder content (bitumen VG-30) by weight of total mix, with and including filler (OPC cement) as per design mix, spread using mechanical sensor paver rolled and compacted to required camber and gradient with 8 to 12 tonne power road roller complete all as specified and as directed by Engineer-in-Charge.
Material and labour forr Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) by using Paving bitumen (VG-30) of 4% by weight if total mix laid with self propelling mechanical paver and rolling with 8 to 12 tonne power roller to the required camber and gradient to uniform smooth surface complete all as specified and as directed by Engineer-in-Charge.
Repair to pot holes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings)complete all as specified and as directed by Engineer-in-Charge.
Vee Vee Enterprises
B.L. Chaudhri and Co.
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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