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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-Finance | ₹9.7 L | L1 | Accepted-Finance Lowest amount quoted. |
| 2 | L1₹9.7 LAccepted-Finance H NO 404 VIRLOSA PENHA DE FRANCA BRITONA BARDEZ GOA | ₹9.7 L | L1 | Accepted-Finance Lowest amount quoted. |
| 3 | L2₹9.9 L+₹24,208.27 (2.50%)Rejected-Finance | ₹9.9 L+₹24,208.27 (2.50%) | L2 | Rejected-Finance Rejected. |
Tender Value
₹12.1 L
EMD Value
₹24,208
Closing Date
1 Jul 2026, 3:00 pmClosed
Executive Engineer I
Executive Engineer, WDI(Bldgs.) PWD, Altinho Panaji Goa.
M/R to Govt. residential Buildings under WDI at Porvorim SH- Urgent Construction of Septic Tank and Soak Pit including repairs with painting to GPC-7-2 Govt Quarter Building at Porvorim.
2026_PWD_29920_1
PWD/WDI/ASW-17/2026-27/12/03
Open Tender
Civil Works - Buildings
Percentage
60 days
Executive Engineer, WDI(Bldgs.)PWD, Altinho Panaji
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹24,208
2 Sept 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 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 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however only grass is met with the area will be measured and paid for under item 4001). | 1,460 | sq.m | 10 | ₹14,600 |
| 2 | Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading danger lighting guarding as directed in :;All kinds of soil;All types of Ordinary rock including all types of laterite rock blasting prohibited;Hard rock where blasting prohibited | 92.74 | cu.m | 1,145 | ₹1,06,187.3 |
| 3 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level | 4.32 | cu.m | 6,635 | ₹28,663.2 |
| 4 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 16.97 | cu.m | 5,186 | ₹88,006.42 |
| 5 | Refilling the pipeline/foundation trenches plinth sides foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 11.94 | cu.m | 245 | ₹2,925.3 |
| 6 | 20mm cement plaster 1: 3 (1 cement : 3 coarse sand) | 93.86 | sq.m | 361 | ₹33,883.46 |
| 7 | Extra for providing and mixing water proofing material proportion recommended by the manufacturers.;20mm cement plaster 1: 3 (1 cement : 3 sand) | 59.9 | sq.m | 12 | ₹718.8 |
| 8 | Neat Cement punning | 59.9 | sq.m | 58 | ₹3,474.2 |
| 9 | Centering & 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 | 21.52 | sq.m | 479 | ₹10,308.08 |
| 10 | Centering & shuttering including Strutting Propping & removal of forms for :;Suspended floors roofs landings shelves & their supports | 18 | sq.m | 644 | ₹11,592 |
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