R/I of Chamania Chour to Satkhal M/R under State Sector 2026-27 in Distt Chamapawat Block Lohaghat

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

Key facts

Tender value: ₹50.3L
EMD: ₹1.2L
Published: 03 Nov 2026
Closing date: 24 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:41 UTC
Ministry: Government of Uttarakhand
Department: Public Works Department
Office: Executive Engineer, CD, PWD Lohaghat

Description

Road improvement, bituminous surfacing and related civil works on the Chamania Chour to Satkhal road under the State Sector 2026-27 in Lohaghat Block, Champawat District, Uttarakhand. The BOQ includes excavation, retaining and breast wall works, concrete, drainage, embankment, WBM, bituminous surfacing and road signs/markers.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Bid security/EMD, Tender fee, Bidder authorization or power of attorney, Signed bid and required declarations, Performance Security and Additional Performance Security, if applicable

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Commercial terms

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

Line items (28)

Excavation in soil in Hilly Area by mechanical means Excavation in soil in Hilly Area by mechanical means Withoutuseinng Dozer including cutting and trimming of side slopes anddisposing of excavated earth with a lift upto 1.5 m and a lead upto20 m as per Technical Specification Clause 1603.1 O Rock 1603.2 and HR 1603.3 — Qty: 84.45 cum
Soil — Qty: 18.18 cum
Ordinary Rock — Qty: 469.48 cum
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: 306.27 cum
Random rubble stone masonary laid in dry by locally available approved stone in retaining walls ,breast walls etc including supply of all material, labour, T&P etc required for proper completion of the work as per detailed P.W.D specifications and as directed by Engineer in Charge and as per prescribed drawings . — Qty: 13.05 cum
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2:4 Nominal mix 1:2:4 — Qty: 180.66 cum
Hand packed stone filling in the back of retaining walls by locally available approved stone including supply of all material ,labour T&P etc. — Qty: 26.97 cum
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC 1:3:6 — Qty: 81.35 cum
Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 RR 1:5 — Qty: 10.48 cum
Providing concrete for plain/ reinforced concrete inSubstructure complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 M 25 — Qty: 0.68 1MT
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) 60015.40 Tonne — Qty: 18.77 cum
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2.5:5 PCC M 15 — Qty: 585 mtr
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 — Qty: 43.7 cum
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin-charge. (As per PWDuttarakhand specifications) — Qty: 540.64 cum
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 — Qty: 320.8 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Manual Means — Qty: 222.78 cum
4-7-2 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 — Qty: 222.78 cum
4-7-3 WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means By Manual Means — Qty: 2854.69 sqm
Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 — Qty: 2854.69 sqm
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. — Qty: 2854.69 sqm

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