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Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
3 Sept 2026, 5:00 pm
SANJEEV JAIN
Office of Superintending Engineer Irrigation Works Circle Maharani bagh G M S Road, Dehradun
Flood protection work from the river of ITI CIPET campus situated on the left bank of Song River, downstream of the bridge on National Highway No. 72 in Doiwala block District Dehradun
2026_IRDCE_99132_1
08/SE/2026-27
Open Tender
Civil Works
Item Rate
180 days
DOIWALA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹5.6 L
Office of Superintending Engineer Irrigation Works
19 Aug 2026
19 Aug 2026
4 Sept 2026
19 Aug 2026
3 Sept 2026
20 Aug 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto
1000 m Excavation for walls 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 | 17,790 | Cum | - | - |
| 2 | 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 M 10 Nominal mix 1:3:6. | 1,835 | Cum | - | - |
| 3 | 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) | 1,220.63 | Cum | - | - |
| 4 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 120Random rubble masonry In cement mortar (1:5) | 2,238 | Cum | - | - |
| 5 | Providing weepholes in brick masonry/stone masonry, Nos.plain/reinforced concrete abutment, wing wall, returnwall with 100 mm dia AC pipe extending through thefull width of the structures with slope of 1(V):20(H)towards drawing face complete as per drawing andtechnical specification Clauses 614, 709, 1204.3.7c. | 500 | Rmt | - | - |
| 6 | Dewatering from foundation of abutments and walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 360 | Hr | - | - |
| 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 | 1,116 | Cum | - | - |
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