Special Repair (SR) work over the damage surface in stretches between km 317.00 to km 320.00 of NH-14 (NH-60)

NH Division-XII - MoRTH · Suri, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹38.7L
EMD: ₹77K
Published: 08 Oct 2026
Closing date: 29 Oct 2026
Status: open
Status as of: 20 Oct 2026 01:54 UTC
Ministry: Ministry of Road Transport and Highways
Department: P3 Delhi - MoRTH
Office: RO Kolkata - MoRTH

Description

Special repair of damaged road surface between km 317.00 and km 320.00 of NH-14 (NH-60) under P.W. (Roads) Directorate in Birbhum district, West Bengal, during 2026-27. Job No. NH-419/WB/2026-27/SR-02.

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 (6)

2 — Qty: 3 4
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406. — Qty: 123.75 Cum
Prime Coat:- Providing and applying primer coat with cationic bitumen emulsion SS grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). On WMM/WBM surface @ 0.70-1.0kg /sqm. — Qty: 825 Sqm
Tack Coat:- Providing and applying tack coat with Cationic bitumen emulsion (RS) complying with IS:8887 using emulsion pressure distributoron the prepared bituminous/granular/cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (ReferencetoMORT&H'sspecification clause 503). i) On bituminous surface @ 0.20kg-0.3kg /sqm. — Qty: 5490.38 Sqm
Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.0% (min) for Grading-1 and 4.5% (min) for Grading-2 by weight of total mix and filler (Cement /hydrated lime /Rockdust)as per table 500-10 and mix design done as per table 500-1 1 and job mix formula as per clause 505.3.3 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 tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56MPa as directed by E-I-C, and to achieve the desired compaction as per MORT&H specification clause No.505.3.5 complete in all respects(Reference to MORT&H's specification clause 505). (ii) For Grading 2 (26.5 mm nominal maximum aggregate size ) Layer Thickness 50-75mm — Qty: 119.63 Cum
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of approved grade@ 5.2% (min) for Gr.-1 & @ 5.4% (min) for Gr.-2 , as per table 500-17, and mix design done as per table 500-10 and job mix formula as per cl. 505.3.3 and filler(Cement /hydrated lime / Rock dust ), 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 tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C to achieve the desired compaction as per clause no 507.3.5 complete in all respects ref. to MORTH specification clause No.507. for Grading-2 (13.2 mm nominal maximum aggregate size), Layer thickness:30mm — Qty: 92.94 Cum

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