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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L-1 | Accepted-AOC accepted season being L-1 |
| 2 | L-2₹1.8 Cr+₹5.8 L (3.37%)Rejected-AOC | ₹1.8 Cr+₹5.8 L (3.37%) | L-2 | Rejected-AOC rejected |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 0 8 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹4.2 L
Closing Date
27 Mar 2023, 1:00 pmClosed
superintending engineer
irrigation work circle haldwani
FLOOD- PROTECTION WORK ANTI-EROSSION WORK AT SHIPRA RIVER IN KHAIRNA-GARAMPANI MARKET NAINITAL Right bank km 1.586 to km 1.942 Dhaniyakot motor bridge
2023_IRDCE_55626_1
03/SE/2022-23
Open Tender
Civil Works
Item Wise
180 days
garampani kherna
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Yes
executive engineer irrigation division nainital
₹4.2 L
Yes
iwc HALDWANI
19 Apr 2023
28 Feb 2023
27 Mar 2023
28 Feb 2023
27 Mar 2023
14 Mar 2023
13 Mar 2023
Amount
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes
Plain Cement Concrete M10 1:3:6 (Hand Mixing) nominal mix in levelling course below open foundation of Head walls as per drawings & Technical Specification
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment ,wing wall, return wall with 100 mm dia AC pipe extended through the full width of the structures with slope of 1(V):20(H) towards deawing face complete as per drawing and technical specification
Hand Packed stone filling in back of wallls including cost of all materials royalty, T&P etc. as per direction of Engineer-in- Charge.
Dewatering from foundation od abutments and wing walls (with pump capacity 4000 lit per hr.) including wages of operator and fuel including supply of all material,labour and T&P etc. required for proper completion of the work.
Suresh Singh
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