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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-Finance | ₹9.2 L | L1 | Accepted-Finance low quoted |
| 2 | L1₹9.2 LAccepted-Finance H NO 144 13 ALTO TORDA SALVADOR DO MUNDO PORVORIM BARDEZ GOA | ₹9.2 L | L1 | Accepted-Finance low quoted |
| 3 | L2₹10.3 L+₹1.1 L (11.9%)Rejected-Finance GOA | ₹10.3 L+₹1.1 L (11.9%) | L2 | Rejected-Finance high quoted |
| 4 | L3₹10.4 L+₹1.1 L (12.2%)Rejected-Finance H NO 5 VARCHAWADA SARVAN BICHOLIM GOA | ₹10.4 L+₹1.1 L (12.2%) | L3 | Rejected-Finance high quoted |
Tender Value
₹11.6 L
EMD Value
₹23,115
Closing Date
5 Aug 2026, 5:30 pmClosed
Executive Engineer -V
the office of the Executive Engineer -V, PWD, Altinho Panaji Goa.
Pre-monsoon repair and maintenance of Govt. Primary School Aradi in Porvorim
2026_PWD_30720_1
PWD/D-V/ASW-I/17/26-27/L02
Open Tender
Civil Works - Buildings
Percentage
179 days
Altinho Panaji Goa.
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,115
6 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 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 grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 4.68 | 100 sq.m. | 498 | ₹2,330.64 |
| 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 | 33.5 | cu.m | 286 | ₹9,581 |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mts. lead. | 4 | sq.m | 27 | ₹108 |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | cu.m | 2,211 | - |
| 5 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level | 9.73 | cu.m | 6,325 | ₹61,542.25 |
| 6 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level | 1 | cu.m | 6,346 | ₹6,339.65 |
| 7 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level+Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 20.96 | CU.M | 7,275 | ₹1,52,484 |
| 8 | Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns | 27.28 | sq.m | 412 | ₹11,239.36 |
| 9 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 30.77 | sq.m | 223 | ₹6,861.71 |
| 10 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. | 1 | sq.m | 329 | ₹328.67 |
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