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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.8 LAccepted-AOC 58 PUSPHA VILLA BOYS MISSION ROAD ALPURDUAR JN ALIPURDUAR JUNCTION JALPAIGURI WEST BENGAL 736123 | ALIPURDUAR | WEST BENGAL | 736123 | 1 | Accepted-AOC Accept | |
| 2 | 2₹28.9 L+₹11,267.45 (0.39%)Rejected-Finance DIAMOND HARBOUR P O BISHNUPUR VIA KARKOT DIST SOUTH 24 PARGANAS | 24 PARAGANAS SOUTH | WEST BENGAL | 700070 | 2 | Rejected-Finance Reject | |
| 3 | 3₹29.1 L+₹34,669.07 (1.20%)Rejected-Finance VII P O HATISALA P S K L C DIST SOUTH 24 PARGANAS KOLKATA 700135 | KOLKATA | SOUTH 24 PARGANAS | WEST BENGAL | 700135 | 3 | Rejected-Finance Reject |
Tender Value
₹28.9 L
EMD Value
₹57,782
Closing Date
19 Sept 2026, 3:00 pmClosed
GENERAL MANAGER (E)-II
HIDCO BHABAN, Premises No. - 35-1111, Biswa Bangla Sarani, 3rd Rotary, New Town, Kolkata-700156.
Emergent Repair Restoration and Allied Works of the Western Lane of Street No 878 from Ch 0.00 km to Ch. 0.10 km including Sleep Way in Action Area IIIG Newtown Kolkata
2026_HIDCO_1041365_1
WBHIDCO/GM E-II/AA-III/NIT-10/2026-2027
Open Tender
CIVIL WORKS
Percentage
30 days
NEW TOWN
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹57,782
30 Sept 2026
9 Sept 2026
21 Sept 2026
10 Sept 2026
19 Sept 2026
11 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Stripping of topsoil from roadside saucer drain for smooth passing of road surface water to drain and storing the stripping soil to a suitable place and removal, the storing materials to a suitable disposal area by using tipper truck all complete and as per direction of EIC. | 150 | m³ | 39.24 | ₹5,886 |
| 2 | 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 | 108 | m³ | 253.44 | ₹27,371.52 |
| 3 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of1000 metres including removal and disposal of top organic soil not exceeding 150mmin thickness. (Reference to MoRT&H's specification clause 201).By Manual Means.
3(1)(B) In area of thorny jungle | 0.2 | Ha. | 70,969.14 | ₹13,909.95 |
| 4 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.
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 within all lifts and lead upto 1000m (Reference to MoRT&H's specification clause 301). | 264 | m³ | 69.3 | ₹18,295.2 |
| 5 | Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4). | 72 | m³ | 57.12 | ₹4,112.64 |
| 6 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and ramming layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). | 96 | m³ | 1,563.44 | ₹1,50,090.24 |
| 7 | Granular Sub-Base with Graded Material (Table:- 400-1) Plant Mix Method Construction of granular sub-base by providing graded material such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading spreading in uniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixture (with controlled addition of water), and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401
(iii)Rate per cum for grading-III Material (Table:- 400-1) Plant Mix Method | 46 | m³ | 3,012.46 | ₹1,38,573.16 |
| 8 | 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.
Quantity as per 'Calculation of Quantity' sheet. | 153 | m³ | 3,105.37 | ₹4,75,121.61 |
| 9 | 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. | 830 | m² | 139.14 | ₹1,15,486.2 |
| 10 | 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. | 876 | m² | 29.06 | ₹25,456.56 |
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