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Tender Value
₹54.0 Cr
EMD Value
₹79.0 L
Closing Date
28 Sept 2026, 5:00 pm
Suprintending Engineer,
Office of the Suprintending Engineer, IWC Pithoragarh
DETAILED PROJECT REPORT OF G.I.S. BASED DRAINAGE PLAN FOR TANAKPUR AREA DISTT. CHAMPAWAT
2026_IRDCE_99847_1
05/SE/2026-27
Open Tender
Civil Works
Item Rate
530 days
TANAKPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID LOHAGHAT
₹79.0 L
Office of the Suprintending Engineer, IWC Pithorag
7 Sept 2026
7 Sept 2026
29 Sept 2026
7 Sept 2026
28 Sept 2026
17 Sept 2026
8 Sept 2026 - 13 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Ordinary Soil 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 cross-sections as per Technical Specification Clause 302.3.5 | 40,330.55 | Cum | - | - |
| 2 | 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 cross-sections as per Technical Specification Clause 302.3.5 | 40,330.55 | Cum | - | - |
| 3 | Excavation in ordinary Soil using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 17,652.64 | Cum | - | - |
| 4 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 17,652.64 | Cum | - | - |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M10 1:3:6 | 4,363.99 | Cum | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M15 | 44.39 | Cum | - | - |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | 15,532.41 | Cum | - | - |
| 8 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification Using Concrete Mixer R.C.C. grade M 30 | 1,073.19 | Cum | - | - |
| 9 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Foundation 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. | 1,286.37 | MT | - | - |
| 10 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.1200 mm dia | 307.1 | Rmt | - | - |
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