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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-Finance | ₹31.4 L | L1 | Accepted-Finance All Document are Clear |
| 2 | L2₹33.0 L+₹1.6 L (4.99%)Accepted-Finance | ₹33.0 L+₹1.6 L (4.99%) | L2 | Accepted-Finance All Document are Clear |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹31.4 L
EMD Value
₹62,900
Closing Date
7 Nov 2020, 12:00 pmClosed
Executive Engineer Rural Works Department Didihat
Executive Engineer Rural Works Department Didihat
SEEMANT GAON KUTI MAIN STONE COBBLE PATH WAY KA NIRMAN KARYA (DHARCHULA)
2020_RES_27191_4
671/Dated 22-10-2020
Open Tender
Civil Works
Item Rate
548 days
Dharchula
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Yes
EE RWD Didihat
₹62,900
Yes
10 Nov 2020
29 Oct 2020
9 Nov 2020
29 Oct 2020
7 Nov 2020
29 Oct 2020
Amount
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of Engineer in charge..
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T.& P. and royaltiies etc.(As per PWD Uttarakhand specifications)
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour, T. & P. and royalty etc.,required for proper completion of work. (As per PWD Uttarakhand specifications)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 1:2:4 (Hand mixed)
Providing and Laying Stone Pavement for Briddle Road bedded on A 2.5 cm thick bedding layer of P.C.C 1:2:4 using Stones of Size not less the 20x20cm and thickness vayring From 10 cm to 15 cm. Stones Shall be hammer dressed on all sides to form an almost rectangular or square shape, except the bottom Face Which will rest on the subgrade.The stone Shall be placed leaving 4 to 8 cms wide staggered joints. These Joints Shall be Filled with 1:2:4 (cement:Fine sand: 20 mm size coarse Aggregate) Cement Concrete mix in such a way that the level of stones is 3 to 5 higher than the level of concrete.
S/F of sign board & Photograps
Ravindra Singh Deopa
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tech_eval.pdf
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