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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹46.6 L+₹2.0 L (4.54%)Rejected-Finance | L2 | Rejected-Finance second Lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Required Documents not Submitted | |
| 4 | Rejected-Technical RANA BHAWAN WARD NO 11 POST OFFICE GYANSHU DISTT UTTARKASHI | - | Rejected-Technical Required Documents not Submitted | |
| 5 | Rejected-Technical GRAM KHERI KHURD POST SATYANARAYAN MANDIR DEHRADUN | - | Rejected-Technical Required Documents not Submitted |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
6 Jun 2023, 5:00 pmClosed
Executive Engineer Irrigation Division New Tehri
Office Of The Executive Engineer Irrigation Division New Tehri
Flood Protection work of Residential House and Agricultural Land in various Places of Jalkur river(Ghati) in Legislative Assembly Pratapnagar Distt.Tehri Garhwal.(Ch- Between, Village Sera to Village Bhelunta)
2023_IRDCE_59022_1
04/EE/2023-24
Open Tender
Civil Works
Item Rate
180 days
Pratapnagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer Irrigation Division New Tehri
₹1.1 L
Executive Engineer Irrigation Division New Tehri
19 Jul 2023
25 May 2023
8 Jun 2023
25 May 2023
6 Jun 2023
26 May 2023
27 May 2023
Amount
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus materials as per direction of engineer-in-charge
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m). P.C.C. grade M 20. Nominal mix 1:3:6 (Hand mixed)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5)
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, parapets, scupper etc. including supply of all material, labour, T&P and royaltiies etc. Required for proper complition of work. (As per PWD Uttarakhand specification)
Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete
Dewatering from foundation of 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.
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications). GI wire 8 gauge BWG
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
JAI CHAND RAMOLA
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