Improvement using Bituminous Concrete (BC) of the Kuseri Bend-Silauni motor road in the Pithoragarh Assembly constituency of district Pithoragarh under the State Plan (Length 6.500 km).

3rd Circle, Public Works Department, Pithoragarh · Pithoragarh, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.0Cr
EMD: ₹3.9L
Published: 22 Oct 2026
Closing date: 20 Nov 2026
Status: open
Status as of: 29 Oct 2026 09:56 UTC
Ministry: Government of Uttarakhand
Department: Public Works Department
Office: Office of the Superintending Engineer, 3rd Circle, P.W.D. Pithoragarh

Description

Road improvement work using bituminous concrete on the 6.500 km Kuseri Bend-Silauni motor road in Pithoragarh district, Uttarakhand. Estimated cost is Rs. 199.17 lakh including GST, with a completion period of 12 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (12)

Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniformthickness, hand packing, rolling with three wheel 80-100 kN static roller instages to proper grade and camber, applying and brooming, crushablescreening to fill-up the interstices of coarse aggregate, watering andcompacting to the required density Grading 3 as per Technical Specification (WBM Grading 3) By Manual Means — Qty: 83.37 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: 1721.55 Sqm
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD with Bitumen VG-10 — Qty: 80.34 Cum.
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm — Qty: 24750 Sqm
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 there quired 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) — Qty: 742.5 Cum.
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: 1200 Sqm
Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro eflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outer — Qty: 1344 nos
Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheet — Qty: 280 nos
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 10 Nominal mix 1:3:6 — Qty: 77 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 15 Nominal mix (1:2.5:5) — Qty: 97.5 Cum.
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. — Qty: 70 Sqm
Plain/ reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806,807 1202 & 1204 (for height up to 5m.) P.C.C. grade M 20 Nominal mix (1:2:4) — Qty: 116.72 Cum.

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