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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹51.0 LAdmitted-Fee/PreQual/Technical/Finance | -34.95% | ₹51.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹51.1 L+₹14,104.30 (0.28%)Admitted-Fee/PreQual/Technical/Finance | -34.77% | ₹51.1 L+₹14,104.30 (0.28%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹78.4 L
EMD Value
₹1.6 L
Closing Date
31 Aug 2026, 3:00 pmClosed
Chief Engineer
6, Strand Road, Kolkata - 700001
Petty miscellaneous repairs to different structures like office buildings, goomties, gates, sheds etc both inside and outside under the jurisdiction of N.S.Docks for the period of one year from the date of placement of work order.
2026_KoPT_920938_1
SMPA/KDS/CIV/T/3066/43
Open Tender
Civil Works
Percentage
N.S. Docks, KDS
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,770
Yes
SMPA
₹1.6 L
Yes
2 Sept 2026
6 Aug 2026
1 Sept 2026
7 Aug 2026
31 Aug 2026
7 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 | 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. | 30 | Per 100 Cum | 11,927 | ₹3,57,810 |
| 2 | Earth work in filling in foundation trenches or plinth with good earth obtained from excavation of foundation in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be Made on the basis of the Measurement of finish quality of work). | 10 | Per 100 Cum | 7,754 | ₹77,540 |
| 3 | 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) | 10 | Per 100 Cum | 1,31,714 | ₹13,17,140 |
| 4 | Dismantle all types of Masonry excepting cement concrete plain or reinforced, stacking serviceable Materials at site &removing the rubbish as directed within a lead of 75 Mtr in ground floor including roof. | 15 | Per Cum | 447 | ₹6,705 |
| 5 | Dismantle all types of plain cement concrete works up to 150 mm thick stacking serviceable Materials at site andremoving rubbish as directed within a lead of 75 Metre in ground floor including roof. | 15 | Per Cum | 939 | ₹14,085 |
| 6 | Dismantle R.C. floor, roof beams etc. including cutting rods andremoving of rubbish as directed within a lead of 75 Mtr including stacking of steel bars in ground floor including roof. | 7 | Per Cum | 1,956 | ₹13,692 |
| 7 | Dismantle artificial stone flooring up to 50 mm thick by carefully chiselling without damaging base and removing rubbish as directed within a lead of 75Mtr.
In ground floor including roof. | 20 | Per Sqm | 50 | ₹1,000 |
| 8 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge | 200 | Per Cum | 166 | ₹33,200 |
| 9 | Take out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from the wall / roof after unscrewing bolts, nuts, screws etc. and stacking the Materials at site as directed. (Payment to be Made on measurement of portion of roof wall removed. | 100 | Per Sqm | 41 | ₹4,100 |
| 10 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. | 2,500 | Per Sqm | 19 | ₹47,500 |
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BOQ_967780.xls
BOQ • 0.42 MB
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