Renewal work PC at Various Kilometers of Dugdda-Tewa-Bangsheel-Moldhar Motor Road (Km 4,5,6), Bhatoli-Madrasu Motor Road (Km 1,2,3,4,5) and Sainji Link Motor Road (Km 1) (Rural Road) in the Dhanaulti Assembly under financial year 2026-27.
PWD · Thatyur, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.8Cr
- EMD: ₹3.6L
- Published: 04 Nov 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:44 UTC
- Ministry: Government of Uttarakhand
- Department: Public Works Department (PWD)
- Office: Office of the Superintending Engineer, 8th Circle, PWD, New Tehri
Description
Renewal work using premix carpet on three rural motor roads in the Dhanaulti Assembly, Uttarakhand, under the additional renewal category for financial year 2026-27. Estimated cost is Rs. 179 lakh including GST, with a completion period of 3 months. Bids are submitted through the e-procurement portal using a single-stage, two-envelope process.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Earnest Money Deposit instrument or Bid Securing Declaration and documentary proof of exemption, where applicable, Power of Attorney, Technical Bid, Financial Bid
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Commercial terms
- Bid type: Item Rate
- Evaluation: L1
- Make in India (MII): No
- MSE preference: No
Line items (20)
- 2 — Qty: 4 5
- Maintenance of Earthen shoulder (Maintenance of Earhen shoulder (stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved leveland compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 — Qty: 3 Km
- Maintenance of Drain (The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.) — Qty: 3 Km
- 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.By Mechanical Means — Qty: 131 Cum
- 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: 1320 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: 11812.5 Sqm
- 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rollingof open-graded premix carpet of 20mmthickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10) — Qty: 11812.5 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 By Manual Means Case - I : Type A Bitumen (VG-10) — Qty: 11812.5 Sqm
- Maintenance of Earthen shoulder (Maintenance of Earhen shoulder (stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved leveland compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 — Qty: 5 Km
- Maintenance of Drain (The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.) — Qty: 5 Km
- 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.By Mechanical Means — Qty: 110.12 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: 20625 Sqm
- 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rollingof open-graded premix carpet of 20mmthickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10) — Qty: 20625 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 By Manual Means Case - I : Type A Bitumen (VG-10) — Qty: 20625 Sqm
- Maintenance of Earthen shoulder (Maintenance of Earhen shoulder (stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved leveland compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 — Qty: 1 Km
- Maintenance of Drain (The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.) — Qty: 1 Km
- 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.By Mechanical Means — Qty: 18.79 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: 3300 Sqm
- 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rollingof open-graded premix carpet of 20mmthickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10) — Qty: 3300 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 By Manual Means Case - I : Type A Bitumen (VG-10) — Qty: 3300 Sqm
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