R/I of Dholigown paras Rikholi M/Road Km 3 in Distt Champawat Block Pati under State Sector

Government of Uttarakhand · Lohaghat, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹57.1L
EMD: ₹1.4L
Published: 03 Nov 2026
Closing date: 24 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:41 UTC
Department: Public Works Department
Office: Construction Division, Public Works Department, Lohaghat

Description

Road improvement, bituminous surfacing and related works on 1.000 km of the Dholigown Paras–Rikholi motor road at Km 3 in Pati Block, Champawat District, under the State Sector. Completion period is 12 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Uttarakhand PWD road construction registration, GST registration
Documents required: Certificate signed by the Executive Engineer confirming site inspection, Tender fee payment challan, Earnest Money Deposit instrument (FDR, National Savings Certificate or Post Office Passbook) in favour of the Executive Engineer, Construction Division, PWD, Lohaghat, Bid validity undertaking on non-judicial stamp paper, Uttarakhand PWD road construction registration certificate, GST registration certificate, Permanent residence certificate or local registration documents, as applicable, Affidavit for correctness of bid, Notarized site inspection affidavit, Affidavit and machinery vouchers for ownership of road roller, mixture machine and compressor

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Commercial terms

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

Line items (27)

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: 330.27 Cum
Random Rubble Masonary laid dry in breast 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: 254.02 Cum
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) — Qty: 38.86 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: 30.33 Cum
Providing concrete for plain/ reinforced concrete nominal mix 1:3.6 — Qty: 32.94 Cum
Random Rubble Stone Masonry laid 1:5 cement sand mortor in breast walls, retaining walls, — Qty: 36.75 Cum
Plain/reinforced cement concrete in substructure complete as per drawings and technical M15 1:2.5:5 — Qty: 1.72 Cum
Providing concrete for Plain/reinforced cement concrete in substructure M25 Grade — Qty: 8.12 Cum
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical — Qty: 0.69 Ton
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 PWD Uttarakhand specifications — Qty: 40.5 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: 527.5 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..[Grading of no-1] (45-90 mm size) — Qty: 425.25 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..[Grading of no-2] (45-63 mm size) — Qty: 295.31 Cum
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 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 3 as per Technical Specification Clause 405..[Grading of no-3] (22.4 - 53 mm size). — Qty: 295.31 Cum
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: 3937.5 sqm
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. — Qty: 3937.5 sqm
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 — Qty: 3937.5 sqm
Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 — Qty: 3937.5 sqm
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 leadof 50 m (average lead 25m) as per Technical Specification Clause 307. — Qty: 800 rmt
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2.5:5 — Qty: 19.5 Cum

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