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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance 3 7 PADI GALI VIKAS NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹1.4 CrRejected-Finance CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹1.5 CrRejected-Finance LINE JEEVANGARH AMBARI DISTT DEHRADUN | ₹1.5 Cr | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹1.5 CrRejected-Finance | ₹1.5 Cr | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L4₹1.5 CrRejected-Finance | ₹1.5 Cr | L4 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | Y K Jain Company L1 | M/S KUNWAR SINGH NEGI L3 | M/S SATISH KUMAR L2 | Sheshanand Engineers L4 | M/S RAKESH KUMAR L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 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 | 8,500 | M3 | 40 ₹3.4 L | 39 ₹3.3 L | 39.9 ₹3.4 L | 40.3 ₹3.4 L | 40.3 ₹3.4 L |
| 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 | 750 | M3 | 5,500 ₹41.3 L | 5,751 ₹43.1 L | 5,693.49 ₹42.7 L | 5,751 ₹43.1 L | 5,751 ₹43.1 L |
| 3.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | 2,000 | M3 | 4,055 ₹81.1 L | 4,225.8 ₹84.5 L | 4,183.54 ₹83.7 L | 4,225.8 ₹84.5 L | 4,225.8 ₹84.5 L |
| 4.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 170 | M3 | 2,200 ₹3.7 L | 2,215.3 ₹3.8 L | 2,193.15 ₹3.7 L | 2,215.3 ₹3.8 L | 2,215.3 ₹3.8 L |
| 5.00 | Pointing with cement mortar 1:3 on stone masonaryas per drawing and technical specifications | 928 | M2 | 70 ₹64,960 | 73.5 ₹68,208 | 72.77 ₹67,525.92 | 73.5 ₹68,208 | 73.5 ₹68,208 |
| 6.00 | 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 | 10 | M3 | 6,000.8 ₹60,008 | 6,098.1 ₹60,981 | 6,037.12 ₹60,371.19 | 6,098.1 ₹60,981 | 6,098.1 ₹60,981 |
| 7.00 | 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 | 180 | M3 | 1,800 ₹3.2 L | 1,889.7 ₹3.4 L | 1,870.8 ₹3.4 L | 1,889.7 ₹3.4 L | 1,889.7 ₹3.4 L |
| 8.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 560 | M3 | 996.5 ₹5.6 L | 1,024.5 ₹5.7 L | 1,014.25 ₹5.7 L | 1,024.5 ₹5.7 L | 1,024.5 ₹5.7 L |
| 9.00 | Providing weep holes in Brick masonry/Plain /Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical | 300 | M | 150 ₹45,000 | 152.9 ₹45,870 | 151.37 ₹45,411.30 | 152.9 ₹45,870 | 152.9 ₹45,870 |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 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
Flood Protection Work for Swargashram on the left bank of the Tons River Located in Preamnagar Area of Sahaspur Block of Distt. Dehradun
2026_IRDCE_94295_1
01/SE/2026-27
Open Tender
Civil Works
180 days
sahaspur
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹3.5 L
Superintending Engineer , Irrigation Work Circle ,
11 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 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 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 | - | M3 | - | - |
| 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 | - | M3 | - | - |
| 3 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | - | M3 | - | - |
| 4 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | - | M3 | - | - |
| 5 | Pointing with cement mortar 1:3 on stone masonaryas per drawing and technical specifications | - | M2 | - | - |
| 6 | 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 | - | M3 | - | - |
| 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 | - | M3 | - | - |
| 8 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | - | M3 | - | - |
| 9 | Providing weep holes in Brick masonry/Plain /Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical | - | M | - | - |
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