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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.8 LAccepted-AOC 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹54.8 L | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹60.6 LRejected-Finance BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | ₹60.6 L | L2 | Rejected-Finance DISQUALIFIED |
| 3 | Rejected-Technical | - | - | Rejected-Technical original document not submitted |
| 4 | Rejected-Technical CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical original document not submitted |
| 5 | Rejected-Technical 01 VIDYA VIHAR PHASE I KARGI ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical original document not submitted |
Tender Value
₹61.7 L
EMD Value
₹1.2 L
Closing Date
21 Oct 2022, 5:00 pmClosed
RS GUSAIN
Office of Executive Engineer Irrigation Division,Vikasnagar Dehradun AND Sub Division Bijapur Dehradun
Construction of protection Wall to Protect Play Ground In Gram panchayat Suddhowala,block Sahaspur district Dehradun Under NABARD (C.M. Announcement No. 316/2020 (Reach 0.000 Km to 0.360 Km.
2022_IRDCE_50410_1
08/EE/2022-23
Open Tender
Civil Works - Others
180 days
Block Sahaspur
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,720
Executive Engineer Irrigation Division,vikasnagar
₹1.2 L
Office of Executive Engineer Irrigation Division,V
25 Aug 2023
8 Oct 2022
22 Oct 2022
8 Oct 2022
21 Oct 2022
10 Oct 2022
10 Oct 2022
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections,and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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 10. Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,Random rubble masonry in Cement Mortar 1:5.
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, Granular material
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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.
SANGAM CONSTRUCTION
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