Widening of motor road from two lanes to four lanes from Godavari Hotel towards Sherpur (Reliance Petrol Pump Manglore to N.H.-58 COER College via Roorkee city, Other District Road) in assembly constituency Roorkee of district Haridwar under CRIF

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

Key facts

Tender value: ₹57.1Cr
EMD: ₹82.1L
Published: 22 Oct 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 29 Oct 2026 09:57 UTC
Department: Public Works Department, Uttarakhand
Office: Civil Circle, PWD, Haridwar

Description

Widening of the existing motor road from two lanes to four lanes in Roorkee, Haridwar, under CRIF. The estimated cost is Rs. 5705.00 Lacs without GST and the completion period is 18 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 (49)

2 — Qty: 3 4
Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including settingout, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth — Qty: 19191.11 Cum
Excavation in soil with dozer with lead upto 100 m, Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. — Qty: 19191.11 Cum
Haulage of materials by tipper excluding cost of loading, unloading and stacking (taking output 10t load and lead 10 km = 100 t.km Surfaced Road — Qty: 38382.22 Cum
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on repared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.. For Grading II Material — Qty: 17532.82 Cum
Wet Mix Macadam 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: 21916.74 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: 87664.12 Sqm
Tack coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. — Qty: 205014.38 Sqm
Dense Graded Bituminous Macadam Grading-II Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight 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 — Qty: 11638.27 Cum
Tack coat 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: 190988.25 Sqm
Bituminous Concrete Grading -II 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) — Qty: 8329.78 Cum
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409). PCC M20 for Kerb (Cast in Situ) — Qty: 22625 Rmt
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 — Qty: 10181.25 Sqm
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: 4897.5 Cum
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm, Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings clause 1706 — Qty: 22625 Rmt
Construction of subgrade and earthen shoulders with approved material obtained from available earth of road construction 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: 9318.75 Cum
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: 2925 Cum
Construction of toe walls for protection of slopes as per drawing and technical specification Clause 1302.5 Random rubble masonry in case of stone pitching laid with cement mortar (1:5) — Qty: 1701 Cum
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M30 height upto 5m — Qty: 666.77 Cum
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 — Qty: 57.67 MT

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