Improvement work of Budhakhet – Amkadiya motor road in Champawat Assembly (Champawat District) under the State Plan, pursuant to the Honrable C.M. Announcement no. 209/2026

PWD · Champawat, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.4Cr
EMD: ₹3.2L
Published: 22 Oct 2026
Closing date: 20 Nov 2026
Status: open
Status as of: 29 Oct 2026 09:59 UTC
Department: Public Works Department (PWD), Government of Uttarakhand
Office: 3rd Circle, PWD, Pithoragarh

Description

Improvement of the Budhakhet–Amkadiya motor road in Champawat District under the State Plan. The works include road earthwork, drainage, masonry and concrete structures, WBM layers, bituminous surfacing and road markers. Estimated cost is Rs. 136.88 lakh without GST; completion period is 12 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (27)

Excavation in soil, ordinary rock and hard rock in hilly area by mechanical means without using Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification clause 1603.1. — Qty: 1 Job
Removal of unsuitable soil including excavation, loading and disposal upto 1000 mlead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 — Qty: 922.72 cum
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). — Qty: 51 No.
Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge — Qty: 1125.17 cum
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction — Qty: 261.83 cum
Random Rubble Masonary laid dry in wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) — Qty: 1615.28 cum
Construction Of Parapets with 60% 1:2:4 and 40% loose stone — Qty: 80 No.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) — Qty: 33 cum
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 — Qty: 353.2 sqm
H.P stone filling in back of wallls including cost of all materials ,royality. T&P etc. complete. — Qty: 251.54 cum
Stone masonry in cement mortar for substructure complete as perdrawing & technical specification Clauses 702, 704, 1202 and 1204(In cement mortar (1:5) — Qty: 117.84 cum
Providing concrete for plain/reinforced concrete in open foundation Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 . — Qty: 39.9 cum
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 — Qty: 2.46 Mt.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25 — Qty: 26.04 cum
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. — Qty: 7.5 Rmt.
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means — Qty: 1250 Rmt
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work. — Qty: 153 cum
Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 — Qty: 571.14 cum
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Mechanical Means — Qty: 616.61 cum
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Mechanical Means — Qty: 428.74 cum

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