Renewal by P.C of Purodi Hayo-Tagri motor road in Chakrata constituency of Dehradun District under one Time Maintenance.

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

Key facts

Tender value: ₹1.9Cr
EMD: ₹3.8L
Published: 28 Oct 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 29 Oct 2026 10:25 UTC
Department: Public Works Department, Government of Uttarakhand
Office: Office of the Superintending Engineer, 9th Circle, PWD, Dehradun

Description

Renewal by P.C. of the Purodi-Hayo-Tagri motor road in Chakrata constituency, Dehradun District, under the One Time Maintenance Scheme. Estimated cost is Rs. 160.74 lakh excluding GST; completion period is 09 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Earnest Money Deposit instrument/payment receipt or e-BG; scanned copy to be uploaded and original produced during technical bid evaluation, Power of Attorney; scanned copy to be uploaded and original produced during technical bid evaluation

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Commercial terms

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

Line items (17)

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction — Qty: 298.37 cum
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, 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: 413.49 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: 320.92 cum
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). — Qty: 36 No.
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction — Qty: 101.25 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: 86.46 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 PWD Uttarakhand specifications) — Qty: 68.33 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.ByBy Mechanical Means — Qty: 334.62 cum
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: 45576.56 Sqm
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 — Qty: 45576.56 Sqm
Seal Coat 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: 45576.56 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 lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means — Qty: 8681.25 Rmt
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction — Qty: 100 cum
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:3:6 — Qty: 65 cum
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) — Qty: 110 Cum
Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge. — Qty: 11 No.
Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. — Qty: 16 No.

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