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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.9 LAccepted-Finance | ₹58.9 L | L1 | Accepted-Finance AS PER ATTACHED SHEET |
| 2 | L2₹60.4 L+₹1.5 L (2.46%)Rejected-Finance | ₹60.4 L+₹1.5 L (2.46%) | L2 | Rejected-Finance AS PER ATTACHED SHEET |
| 3 | Rejected-Technical | - | - | Rejected-Technical as per committee evaluation report |
| 4 | Rejected-Technical JAKHANI KIRTINAGAR TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 249001 | - | - | Rejected-Technical as per committee evaluation report |
| 5 | Rejected-Technical VILLAGE POST NALGAON NARAYANBAGAR CHAMOLI UTTARAKHAND 246453 | CHAMOLI | UTTARAKHAND | 246453 | - | - | Rejected-Technical as per committee evaluation report |
| Sl No | Description | Qty | Unit | M/S CHAND KUNWAR SINGH CONTRACTOR L1 | Soorbir Singh Rawat L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 144 | Cum | 391 ₹56,304 Lowest | 400 ₹57,600 |
| 2.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard rock | 364.5 | Cum | 733 ₹2,67,178.5 Lowest | 750 ₹2,73,375 |
| 3.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | 350 | No | 8,124 ₹28,43,400 Lowest | 8,300 ₹29,05,000 |
| 4.00 | 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 M10, Nominal mix 1:3:6 | 211.8 | Cum | 5,927 ₹12,55,338.6 Lowest | 6,100 ₹12,91,980 |
| 5.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses702,704,1202 and 1204,Random rubble masonry In cement mortar (1:5) | 322.02 | Cum | 3,949 ₹12,71,656.98 Lowest | 4,050 ₹13,04,181 |
| 6.00 | Pointing with cement mortar (1:3) as per drawing and technical specification Clauses 613.3 and 1204 | 150 | Sqm | 80 ₹12,000 Lowest | 83 ₹12,450 |
| 7.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal Mix 1:2:4 | 0.72 | Cum | 6,614 ₹4,762.08 Lowest | 6,800 ₹4,896 |
| 8.00 | Hand Packed stone filling in back of walls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in-charge (As per PWD Uttarakhand specification) | 180.75 | Cum | 1,015 ₹1,83,461.25 Lowest | 1,050 ₹1,89,787.5 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
9 Jun 2025, 1:00 pmClosed
EE ID RUDRAPRAYG
o/o e e id rudraprayag pokhri road Belani Rudraprayag
Construction of flood protection works of Rampur bazaar along Mandakini River in Block Augstyamuni District Rudraprayag
2025_IRDCE_84050_3
02/eerpgjob3/2025-26
Open Limited
Civil Works
Item Rate
180 days
Rampur Rudraprayag
as per bidding documents
5 documents required · 5 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION RUDRAPRAYAG
₹1.5 L
Yes
RUDRAPRAYAG
4 Oct 2025
20 May 2025
9 Jun 2025
20 May 2025
9 Jun 2025
20 May 2025
20 May 2025 - 22 May 2025
22 May 2025
Amount
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard rock
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
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 M10, Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses702,704,1202 and 1204,Random rubble masonry In cement mortar (1:5)
Pointing with cement mortar (1:3) as per drawing and technical specification Clauses 613.3 and 1204
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal Mix 1:2:4
Hand Packed stone filling in back of walls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in-charge (As per PWD Uttarakhand specification)
Soorbir Singh Rawat (BID ID -385356)
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