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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹42.4 LAccepted-Finance 63 S MAHANIRBAN ROAD KOLKATA 700029 | KOLKATA | KOLKATA | WEST BENGAL | 700029 | ₹42.4 L | 1 | Accepted-Finance Accept |
| 2 | 2₹43.3 LRejected-Finance | ₹43.3 L | 2 | Rejected-Finance Reject |
| 3 | 3₹43.4 LRejected-Finance 14 123 DANGAPARA P O KANDI DIST MURSHIDABAD WEST BENGAL 742137 | MURSHIDABAD | WEST BENGAL | 742137 | ₹43.4 L | 3 | Rejected-Finance Reject |
| 4 | Rejected-Technical NOT AVAILABLE | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical Reject |
Tender Value
₹42.5 L
EMD Value
₹84,961
Closing Date
17 Aug 2026, 3:00 pmClosed
GENERAL MANAGER (E)-II
HIDCO BHABAN, Premises No. - 35-1111, Biswa Bangla Sarani, 3rd Rotary, New Town, Kolkata-700156.
Upgradation and Allied Works of the left Side carriageway of Street No 331 from chainage 0.00 m to 180.00 m by Providing Profile Correction Course and 100 mm thick Interlocking Paver Blocks in AA II Newtown Kolkata
2026_HIDCO_1036515_1
WBHIDCO/GM E-II/AA-II/NIT-05/2026-2027
Open Tender
CIVIL WORKS
Percentage
30 days
NEW TOWN
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹84,961
25 Aug 2026
6 Aug 2026
19 Aug 2026
7 Aug 2026
17 Aug 2026
8 Aug 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 | 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 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. | 198 | m³ | 3,015.37 | ₹5,97,043.26 |
| 2 | 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 | 1,320 | m² | 1,862.07 | ₹24,57,932.4 |
| 3 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-inCharge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. | 255 | m | 955 | ₹2,43,525 |
| 4 | Centering and shuttering including shutting,propping etc. and removal of form work for :
4.3.1 : Foundations,footings,bases for columns | 128.8 | m² | 393.78 | ₹50,718.86 |
| 5 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering-All work up to plinth level: 4.1.2 : 1:11/2:3(1 Cement : 11/2 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.04 | m³ | 8,375.77 | ₹1,42,723.12 |
| 6 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201)
By Manual Means
In area of thorny jungle | 0.85 | Ha. | 70,969.14 | ₹60,536.68 |
| 7 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor:
a) One Coat | 176 | m² | 31.4 | ₹5,526.4 |
| 8 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion | 176 | m² | 67 | ₹11,792 |
| 9 | Add @18% GST (As applicable) | 1 | No. | 6,42,564 | ₹6,42,564 |
| 10 | Add @1% Cess | 1 | No. | 35,698 | ₹35,698 |
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