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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | ₹1.7 Cr | L1 | Accepted-Finance qualified |
| 2 | L2₹1.8 CrRejected-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹1.8 Cr | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹1.8 CrRejected-Finance LINE JEEVANGARH AMBARI DISTT DEHRADUN | ₹1.8 Cr | L3 | Rejected-Finance DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| Sl No | Description | Qty | Unit | K.K. Enterprises L2 | M/S KUNWAR SINGH NEGI L3 | ARUN KUMAR GUPTA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in cutting in soil by manual means with lead upto 50 m. | 5,000 | M3 | 400 ₹20 L | 400.8 ₹20.0 L | 389.62 ₹19.5 L |
| 2.00 | Excavation for structure for Ordinary Rock (not requiring blasting) by manual means Depth upto 3 Mtr. | 410 | M3 | 500 ₹2.0 L | 501 ₹2.1 L | 487.02 ₹2.0 L |
| 3.00 | Providing and laying of wire crates 3.00 x 1.50m x1.50 m in size with a 8 gauge BWG GI wire conferming to IS: 280&IS : 4826 In 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each. | 330 | M3 | 1,900 ₹6.3 L | 1,901.2 ₹6.3 L | 1,848.16 ₹6.1 L |
| 4.00 | Random rubble Masonry laid dry in brest wall,retaining wall ,parapet ,scupper etc. including supply of all materials ,labour T&P & royality etc required for proper completion of work. | 100 | M3 | 2,251 ₹2.3 L | 2,252.5 ₹2.3 L | 2,189.66 ₹2.2 L |
| 5.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:3:6 (Hand Mix) | 1,210 | M3 | 5,644 ₹68.3 L | 5,644.9 ₹68.3 L | 5,487.41 ₹66.4 L |
| 6.00 | 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. | 315 | M3 | 3,778 ₹11.9 L | 3,779.6 ₹11.9 L | 3,674.15 ₹11.6 L |
| 7.00 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. i/c supply of all material, labour, T&P and royaltiies etc. | 680 | M3 | 4,224 ₹28.7 L | 4,225 ₹28.7 L | 4,107.12 ₹27.9 L |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. Grade M 20 Nominal mix 1:2:4 | 38 | M3 | 6,171 ₹2.3 L | 6,172.1 ₹2.3 L | 5,999.9 ₹2.3 L |
| 9.00 | Pointing with cement mortar (1:3) on brickwork/Stone masonry as per drawing and technical specification Clauses 613.3 and 1204 | 1,300 | M2 | 80 ₹1.0 L | 80.8 ₹1.1 L | 78.55 ₹1.0 L |
| 10.00 | Providing concrete for plain/reinforced concrete R.C.C grade M 25 | 45 | M3 | 6,908 ₹3.1 L | 6,908.5 ₹3.1 L | 6,715.75 ₹3.0 L |
Tender Value
₹2.1 Cr
EMD Value
₹4.3 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 for Construction of Dhalani Canal in Vikasnagar Block of Distt. Dehradun
2026_IRDCE_94293_1
01/SE/2026-27
Open Tender
Civil Works - Canal
365 days
VIKASNAGAR
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹4.3 L
Office of Superintending Engineer Irrigation Works
7 May 2026
16 Apr 2026
29 Apr 2026
16 Apr 2026
28 Apr 2026
17 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in cutting in soil by manual means with lead upto 50 m. | - | M3 | - | - |
| 2 | Excavation for structure for Ordinary Rock (not requiring blasting) by manual means Depth upto 3 Mtr. | - | M3 | - | - |
| 3 | Providing and laying of wire crates 3.00 x 1.50m x1.50 m in size with a 8 gauge BWG GI wire conferming to IS: 280&IS : 4826 In 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each. | - | M3 | - | - |
| 4 | Random rubble Masonry laid dry in brest wall,retaining wall ,parapet ,scupper etc. including supply of all materials ,labour T&P & royality etc required for proper completion of work. | - | M3 | - | - |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:3:6 (Hand Mix) | - | M3 | - | - |
| 6 | 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. | - | M3 | - | - |
| 7 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. i/c supply of all material, labour, T&P and royaltiies etc. | - | M3 | - | - |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. Grade M 20 Nominal mix 1:2:4 | - | M3 | - | - |
| 9 | Pointing with cement mortar (1:3) on brickwork/Stone masonry as per drawing and technical specification Clauses 613.3 and 1204 | - | M2 | - | - |
| 10 | Providing concrete for plain/reinforced concrete R.C.C grade M 25 | - | M3 | - | - |
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