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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance 24 2 K N ROAD P O BERHAMPORE DIST MURSHIDABAD PIN 742101 | BERHAMPORE | MURSHIDABAD | WEST BENGAL | 742101 | -20.26% | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.9 Cr+₹2.0 L (0.34%)Admitted-Finance | -19.99% | ₹5.9 Cr+₹2.0 L (0.34%) | L2 | Admitted-Finance |
| 3 | L3₹6.1 Cr+₹24.0 L (4.09%)Admitted-Finance | -17.00% | ₹6.1 Cr+₹24.0 L (4.09%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical BB 52 SECTOR 1 SALT LAKE CITY KOLKATA 700 064 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700064 | - | - | - | Rejected-Technical Technically not Qualified |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Technically not Qualified |
Tender Value
₹7.3 Cr
EMD Value
₹14.7 L
Closing Date
23 Mar 2026, 3:00 pmClosed
Chief Engineer
6 Strand Road, Kol 700001
Development of M and Q Parking yard with heavy duty paver block of grade M 55 along with development of yard surrounding drainage system including connection of the outfall.
2026_KoPT_899626_1
SMPA/KDS/CIV/T/3026/03
Open Tender
Civil Works
Percentage
210 days
N S Dock, SMPA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
SMPA
₹14.7 L
Yes
30 Jul 2026
20 Feb 2026
24 Mar 2026
20 Feb 2026
23 Mar 2026
25 Feb 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 of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. | 4,000 | Per 100 Cu.M | 11,927 | ₹4,77,08,000 |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With earth obtained from excavation of foundation. | 750 | Per 100 Cu.M | 7,754 | ₹58,15,500 |
| 3 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. | 20 | Cu.M | 447 | ₹8,940 |
| 4 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick | 20 | Cu.M | 939 | ₹18,780 |
| 5 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars (a) In ground floor including roof | 20 | Cu.M | 1,956 | ₹39,120 |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m stacking serviceable and unserviceable materials separately as per technical specification Cl 202 for Rural Roads of MORD
(i) by mechanical means (b) Granular Courses | 4,500 | Cu.M | 380 | ₹17,10,000 |
| 7 | Preparation and consolidation of sub-grade with power road roller of 8 – 12 tonne capacity after cutting exiting road upto required depth, dressing to camber and consolidation with road roller including making good the undulation etc and rerolling the sub-grade and disposal of surplus earth with lead upto 50 meters. | 15,000 | Sq.M | 120 | ₹18,00,000 |
| 8 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 50 | Per 100 Cu.M | 1,31,714 | ₹65,85,700 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (Sth Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) by manual means | 2,250 | Cum | 3,265 | ₹73,46,250 |
| 10 | Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]In ground floor and foundation. Without approved concrete pump. | 900 | Cum | 7,765 | ₹69,88,500 |
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