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Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
2 May 2026, 2:00 pmClosed
Executive Engineer
C.D. P.W.D. Kapkot
Reconstruction work of the footbridge completely damaged by the disaster at Tok Manigair, Village Paisari under SDRF 2025-26 (Substructure and Superstructure). Superstructure Span Length- 33 Mtr
2026_pwd_94620_1
846/Nivida dated 22/04/2026
Open Tender
Civil Works - Bridges
Item Rate
60 days
Kapkot(Bageshwar)
2 documents required · 2 mandatory
₹4,720
Yes
Executive Engineer, C.D. P.W.D. Kapkot
₹2.2 L
Yes
25 Apr 2026
25 Apr 2026
2 May 2026
25 Apr 2026
2 May 2026
25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Manual Means | |||||
| 1.1 | Up to 3.0 M. | 386.06 | Cum | - | - |
| 1.2 | 3.0 to 6.0 M. | 342.96 | Cum | - | - |
| 1.3 | Above 6.0 M. | 306.32 | Cum | - | - |
| 2 | Plain cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 | 28.16 | Cum | - | - |
| 3 | Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M 25 Using Concrete Mixer | 36.14 | Cum | - | - |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 3.21 | Mt | - | - |
| 5Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 25 Using Concrete Mixer | |||||
| 5.1 | Hight Up to 5.0 M. | 13.72 | Cum | - | - |
| 6 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue 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) | 1.94 | Mt | - | - |
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