Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.3 LAccepted-Finance GURERAIT RAJARHAT KOLKATA 700 135 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700135 | 1 | Accepted-Finance Accept | |
| 2 | 2₹9.3 L+₹4,700.85 (0.51%)Rejected-Finance NOT AVAILABLE | PALWAL | HARYANA | 121004 | 2 | Rejected-Finance Reject | |
| 3 | 3₹9.3 L+₹7,051.27 (0.76%)Rejected-Finance RECKJOANI MATHPARA NEW TOWN KOLKATA 700 135 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700135 | 3 | Rejected-Finance Reject | |
| 4 | Rejected-Technical VILL P O PURANDARPUR P S KANDI DIST MURSHIDABAD | KOLKATA | WEST BENGAL | 700023 | - | Rejected-Technical Reject | |
| 5 | Rejected-Technical JATRAGACHI PASCHIMPARA ECOPARK NEWTOWN HATIARA GHUNI NORTH 24 PARGANAS | NEWTOWN | NORTH 24 PARGANAS | WEST BENGAL | - | Rejected-Technical Reject |
Tender Value
₹9.4 L
EMD Value
₹18,803
Closing Date
22 Sept 2026, 3:00 pmClosed
GENERAL MANAGER (E)-II
HIDCO BHABAN, Premises No. - 35-1111, Biswa Bangla Sarani, 3rd Rotary, New Town, Kolkata-700156.
Construction of collapsed boundary wall at E W S Complex Recjuani in AA IIB in Newtown Kolkata Part II
2026_HIDCO_1041859_1
WBHIDCO/GM E-II/AA-II/NIT-11/2026-2027
Open Tender
CIVIL WORKS
Percentage
30 days
NEW TOWN
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹18,803
7 Oct 2026
11 Sept 2026
24 Sept 2026
12 Sept 2026
22 Sept 2026
15 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 | Earth work in excavation by mechanical means (Hydraulic excavator ) / manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil | 23.38 | m³ | 178.24 | ₹4,167.25 |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 3.71 | m³ | 3,566.12 | ₹13,230.31 |
| 3 | Supplying and laying 400 G polythene sheet over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 14.44 | m² | 32.59 | ₹470.6 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns for mass concrete | 74.25 | m² | 393.8 | ₹29,239.65 |
| 5 | Columns, Pillars, Piers, Abutments, Posts and Strut | 73.31 | m² | 965.33 | ₹70,768.34 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | 20.36 | m³ | 9,383.47 | ₹1,91,047.45 |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content of 330 kg /cum | 14.21 | m³ | 9,544.54 | ₹1,35,627.91 |
| 8 | 20 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand) | 250.1 | m² | 473.33 | ₹1,18,379.83 |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 19.29 | m³ | 196.82 | ₹3,796.66 |
| 10 | Single layer brick flat soling in required pattern with bricks of class picket briks on a sand bed including filling joints with fine sand. | 18.56 | m² | 390.67 | ₹7,250.84 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.13 MB
BOQ_2557756.xls
BOQ • 0.27 MB
WBHIDCO_FORM.pdf
Tender Documents • 0.08 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .