Strengthening work of motor road from Bahadrabad Rohalki Tiraha to Alipur Sukrasa Pathri Ambuwala under Kumbh Mela Infrastructure Development 2027

PWD, Government of Uttarakhand · Haridwar, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹46K
EMD: ₹9.2L
Published: 22 Oct 2026
Closing date: 09 Nov 2026
Status: open
Status as of: 29 Oct 2026 09:55 UTC
Department: Public Works Department
Office: Office of the Superintending Engineer, Civil Circle, PWD, Haridwar

Description

Strengthening of the motor road from Bahadrabad Rohalki Tiraha to Alipur Sukrasa Pathri Ambuwala under Kumbh Mela Infrastructure Development 2027. The estimated cost is Rs. 457.34 lakh excluding GST, with a completion period of 2 months. Bids are invited through a single-stage, two-envelope national competitive procurement process.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Scanned copy of EMD instrument/payment receipt/e-challan/e-BG, or Bid Securing Declaration and documentary proof of exemption where applicable, Technical Bid, Financial Bid

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Commercial terms

Bid type: Single Stage Two-Envelope Bidding process
Make in India (MII): No
MSE preference: No

Line items (14)

2 — Qty: 3 4
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 — Qty: 708.4 Cum
Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 — Qty: 404.8 Cum
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) — Qty: 507.24 Cum
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. — Qty: 995.6 Cum
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. — Qty: 1065 Sqm
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. — Qty: 1486 Sqm
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: 6.6 Cum
Supply and fixing of Rumble strip made of PU poly urethane Size 500 x 100 x 15 mm in yellow and black combination weight of one strip should not be less than 480 gms approx all complete. — Qty: 330 RM
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: 39050 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: 39050 Sqm
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: 2024 Sqm
Providingand laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading , premixed with bituminous binder@4.25%byweight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.507 complete in all respects. Grading II - 26.5mm nominal size. *Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.31 Tonne/Cum) — Qty: 1952.5 Cum
Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading , premixed with bituminous binder , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix). *Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.356 Tonne/Cum) — Qty: 1171.5 Cum

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