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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC VILLAGE JHABRAWALA POST BULLAWALA DISTRICT DEHRADUN | ₹1.6 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹1.6 Cr+₹2.4 L (1.51%)Rejected-Finance MAIN ROAD PRAGATI VIHAR RISHIKESH DEHRADUN 249201 | DEHRADUN | UTTARAKHAND | 249201 | ₹1.6 Cr+₹2.4 L (1.51%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹1.6 Cr+₹4.0 L (2.56%)Rejected-Finance | ₹1.6 Cr+₹4.0 L (2.56%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S GURU KIRPA CONSTRUCTION L1 | Sheshanand Engineers L3 | SS Soam Engineers Pvt. Ltd. L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 2,771 | Cum. | 372.35 ₹10,31,788.78 Lowest | 381.9 ₹10,58,244.9 | 378 ₹10,47,438 |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 | 2,628 | Cum. | 5,455.61 ₹1,43,37,349.65 Lowest | 5,595.5 ₹1,47,04,974 | 5,538 ₹1,45,53,864 |
| 3.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) | 3.5 | Cum. | 6,314 ₹22,099.01 Lowest | 6,475.9 ₹22,665.65 | 6,410 ₹22,435 |
| 4.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 92 | Sqm | 190.42 ₹17,518.41 Lowest | 195.3 ₹17,967.6 | 193 ₹17,756 |
| 5.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 | 18 | Cum. | 6,646.67 ₹1,19,640.11 Lowest | 6,817.1 ₹1,22,707.8 | 6,748 ₹1,21,464 |
| 6.00 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per
clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no.
1.6) | 1.5 | Tonn | 63,276.72 ₹94,915.08 Lowest | 64,899.2 ₹97,348.8 | 64,250 ₹96,375 |
| 7.00 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500MM | 40 | RM | 1,960.72 ₹78,429 Lowest | 2,011 ₹80,440 | 1,990 ₹79,600 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
28 Apr 2026, 5:00 pmClosed
SANJAY RAJ
Office of Superintending Engineer Irrigation Works Circle Maharani bagh G M S Road, Dehradun
Project of Renovation of branch canals falling in the command area of Bullawala Canal in Doiwala block of Distt dehradun.Kulawa Job-2
2026_IRDCE_94358_1
02/SE/2026-27
Open Tender
Civil Works - Canal
Item Rate
365 days
DOIWALA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹3.8 L
Office of Superintending Engineer Irrigation Works
1 Jun 2026
17 Apr 2026
29 Apr 2026
17 Apr 2026
28 Apr 2026
18 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | Cum. | - | - |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 | - | Cum. | - | - |
| 3 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) | - | Cum. | - | - |
| 4 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | Sqm | - | - |
| 5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 | - | Cum. | - | - |
| 6 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per
clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no.
1.6) | - | Tonn | - | - |
| 7 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500MM | - | RM | - | - |
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