Tender For Flood Protection Work From The Huddi River For The Villages Falling Between Chinigoth To Jakbouda Bridge And Jakbouda Bridge To The Sharda Canal Siphon In Poornagiri Tehsil Of Champawat District
Tender Value
222.12 Crore
Estimated cost
Bid Submission
24 Nov 2026
20 days left
EMD
2.47 Crore
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Champawat → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Flood Protection Work From The Huddi River For The Villages Falling Between Chinigoth To Jakbouda Bridge And Jakbouda Bridge To The Sharda Canal Siphon In Poornagiri Tehsil Of Champawat District
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading at 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 |
| 2 | Providing and laying of wire crates 2.00 x1.50x 1.50 m size with GI wire conforming to IS: 280 & IS: 4826 in 150 mm X 150mm mesh laced with stone boulders. As per direction of engineer in charge. (as per P.W.D Uttarakhand Specification) GI wire 8 gauge (SWG) |
| 3 | Construction of Embankment with Material Obtained from EXCAVATION OF FOUNDATION Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain fnd, foundation of other structures graded and compacted to meet requirement of Tables 100.1 and 300.2 as per Technical Specification Clause |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 100.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 305.5 |
| 5 | stone masonry in cement mortar for sub-structure complete as per drawing and technical specification clause 702, 704,1202 & 1204 in cement mortar (1:3) |
| 6 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M-15 |
| 8 | Plain/reinforced Cement Concrete for wall & slab etc. complete as per Drawing and technical specifications RCC grade M30, using batching plant transit mixer & Concrete pump |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M-20 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub-structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 11 | 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 face Complete as per drawing and Technical specifications Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately |
| 12 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1200 mm dia |
| 13 | Dewatering from foundation of abutments andwingwalls (with pump capacity40HP) (6puffs) includingprovisionof apronsand bunds including supplyofmaterial, labourendT&Petc. required for proper completion of the work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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