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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 CrRejected-Finance | ₹46.3 Cr | L1 | Rejected-Finance As Per Attached |
| 2 | L2₹49.1 CrRejected-Finance ADD AVANTIKA COLONY NEAR RICE MILL KAILSA ROAD AMROHA UTTAR PRADESH | AMROHA | UTTAR PRADESH | 244221 | ₹49.1 Cr | L2 | Rejected-Finance As Per Attached |
| 3 | Rejected-Technical 271 GIRITAL ROAD KASHIPUR UDHAM SINGH NAGAR UTTARAKHAND | - | - | Rejected-Technical As Per Attach |
| Sl No | Description | Qty | Unit | M/S ARUN CONSTRUCTION L2 | M/S AJAY KUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with
disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 | 66,626 | Cum | 78 ₹52.0 L | 99 ₹66.0 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 11-4-1 P.C.C grade M 10 Nominal mix 1:3:6 | 69,000 | Cum | 6,030 ₹41.6 Cr | 5,580 ₹38.5 Cr |
| 3.00 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. equired for proper completion of the work. | 27,120 | Hrs | 235 ₹63.7 L | 243 ₹65.9 L |
| 4.00 | 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 | 12,217 | Cum | 1,760 ₹2.2 Cr | 1,800 ₹2.2 Cr |
| 5.00 | 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) | 2,952 | Cum | 970 ₹28.6 L | 1,008 ₹29.8 L |
| 6.00 | 12-4 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | 9,113 | Cum | 4,200 ₹3.8 Cr | 4,275 ₹3.9 Cr |
| 7.00 | 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 | 6,300 | Rmt | 146 ₹9.2 L | 153 ₹9.6 L |
Tender Value
₹58.2 Cr
EMD Value
₹1.2 Cr
Closing Date
19 May 2026, 5:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER IWC PITHORAGARH
Honble Chief Minister Announcement No 243 2022 within the Champawat Assembly Constituency construction work for flood protection on the right bank embankment of the Sharda River from Boom to Tanakpur including flood protection works on the right bank
2026_IRDCE_94929_1
02/SE/2026-27
Open Tender
Civil Works
Tankpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID LOHAGHAT
₹1.2 Cr
OFFICE OF THE SUPERINTENDING ENGINEER IWC PITHORAG
4 Jun 2026
30 Apr 2026
20 May 2026
30 Apr 2026
19 May 2026
9 May 2026
1 May 2026 - 7 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with
disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 11-4-1 P.C.C grade M 10 Nominal mix 1:3:6 | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. equired for proper completion of the work. | - | Hrs | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 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 | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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) | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | 12-4 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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 | - | Rmt | - | - | BI01010001010000000000000515BI0100001119 |
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