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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance Lowest amount quoted, hence accepted. |
| 2 | L2₹4.3 LRejected-Finance | ₹4.3 L | L2 | Rejected-Finance Rejected. |
Tender Value
₹4.4 L
EMD Value
₹8,832
Closing Date
1 Apr 2026, 3:00 pmClosed
Executive Engineer I
Executive Engineer I, WDI(Bldgs.) PWD, Panaji Goa.
Construction of Sewage septic tank at Captain of Ports building Panaji.(2nd call)
2026_PWD_28383_1
PWD/WDI/ASW-17/2025-26/62/07
Open Tender
Civil Works - Buildings
45 days
Executive Engineer I, WDI(Bldgs.) PWD, Panaji Goa.
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹8,832
28 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
1 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 1Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. | |||||
| 2Earthwork in excavation in saturated soil upto depth of 0.60 m including pumping or bailing out water and banking in layer for the purpose of making embankments or filling up ground depressions lead upto 20 m. and lift upto 1.5 m. | |||||
| 3Dewatering the trenches and bailing out water including removal of slush mud etc. for any depth and disposal of pumped mud water slush to suitable point not forming circuit of return of pumped water to the very trench by employing diesel generated pump | |||||
| 4Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 5Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level | |||||
| 6Centering & shuttering including Strutting Propping & removal of forms for :;Vertical surfaces such as retaing walls return walls Partitions walls (any thickness) including attached Pilasters Buttresses Plinth and string courses Fillets and the like | |||||
| 7Reinforced cement concrete work 1:1½:3 (1 cement: 1½ coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering shuttering & reinforcement in sloping or battering surface (slabs beams louvers etc);Where inclination to the horizontal does not exceed 30° | |||||
| 8Making soak pit. 2.5 m dia 3 m deep with 45x45 cm dry brick honey comb shaft and S.W. drain pipe 100 mm diameter 1.8 m long complete filled with laterite stone aggregate 125 to 180 mm surrounded by laterite stone aggregate of 40 mm and down gauge as per standard design. | |||||
| 9Providing M.S. footrests including fixing in manholes with 20 x 20 x 10 cm cement concrete block 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design :;With 20 x 20 mm square or round bar | |||||
| 10Supplying and fixing C.I. cover without frame for manholes:;500 mm dia C. I. Cover (medium duty) the weight of the cover to be not less than 58 kg. | |||||
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