WBHIDCO/GM E-II/Roads/NIT-24/2026-2027

West Bengal Housing Infrastructure Development Corporation Limited (WBHIDCO) · New Town, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.7L
EMD: ₹11K
Published: 05 Nov 2026
Closing date: 16 Nov 2026
Status: open
Status as of: 10 Nov 2026 02:09 UTC
Office: General Manager (Engineering) - II

Description

Periodical repair of potholes during the monsoon using bituminous work, including paver blocks where necessary, on stretches of the main carriageway of the link road connecting MAR 2222 with Nabadiganta Ring Road, including the 2nd Bridge over Kestopur Canal, Salt Lake, Kolkata.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Earnest-money payment by pay order or bank draft, Power of attorney, where applicable, Partnership registration details, where applicable

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Commercial terms

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

Line items (12)

Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) (ii) By Mechanical Means. (ii)A) Bituminous course — Qty: 12 m³
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table400 13 revised vide table2 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: 12 m³
Prime Coat Providing and applying primer coat with cationic bitumen emulsion SS1 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). i) On WMM/WBM surface @ 0.70-1.0kg/sqm. — Qty: 159 m²
Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).ii) On Granular surface treated with primer @ 0.25kg-0.30 /sqm. — Qty: 204 m²
Bituminous Macadam using Mobile Hot Mix Plant (Light Duty) Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (19 mm nominal size, 50-75 mm thick.) — Qty: 10 m³
Tack Coat -Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). i)On bituminous surface @ 0.20kg-0.3kg /sqm. — Qty: 255 m²
Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade 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 smooth wheeled tandem or other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). — Qty: 279 m²
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511) Case - II : Type B Providing and laying of premixsand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. — Qty: 279 m²
Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C. b) Type - II (100 mm thickness) inter locking system — Qty: 98 m²
Surface Dressing Providing and laying surface dressing as wearing course in single coat using approved crushed stone aggregates of specified size on a layer of bituminous binder of approved grade laid on prepared surface and rolling in accordance with clause 501.6 and 501.7 of MORT&H'sspecification (Reference to MORT&H's specification clause 509). Case - II, 13 mm nominal size chipping, — Qty: 116 m²
Add @18% GST (As applicable) — Qty: 1 No.
Add @1% Cess — Qty: 1 No.

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