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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAccepted-AOC GOA | ₹43.2 L | L1 | Accepted-AOC Accepted Being L1 Bidder |
| 2 | L2₹44.0 L+₹77,130.13 (1.78%)Rejected-Finance | ₹44.0 L+₹77,130.13 (1.78%) | L2 | Rejected-Finance Rejected Being L2 Bidder |
| 3 | L3₹45.2 L+₹2.0 L (4.64%)Rejected-Finance APP NO 5 P PRABHU CO OP HSG SOCIETY BANDRAWADDO FATORDA MARGAO GOA | MARGAO | SOUTH GOA | GOA | ₹45.2 L+₹2.0 L (4.64%) | L3 | Rejected-Finance Rejected Being L3 Bidder |
Tender Value
₹49.4 L
EMD Value
₹98,885
Closing Date
27 Apr 2026, 9:30 amClosed
Executive Engineer DIV VIII ASW PWD Fatorda
Executive Engineer DIV VIII ASW PWD Fatorda
Repair and maintenance work of surrounding areas of Our Lady of Merces Church, Colva under MLA-LAD Scheme in Benaulim Constituency.
2026_PWD_28750_1
PWD/Div8/ASW/2001/02/26-27/L1
Open Tender
Civil Works - Buildings
Percentage
90 days
Fatorda
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Yes
₹98,885
Yes
13 May 2026
17 Apr 2026
29 Apr 2026
17 Apr 2026
27 Apr 2026
17 Apr 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 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kinds of soil | - | cu.m | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | cu.m | - | - |
| 3 | Providing & 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 | - | cu.m | - | - |
| 4 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. | - | cu.m | - | - |
| 5 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. | - | cu.m | - | - |
| 6 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | - | cu.m | - | - |
| 7 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | - | cu.m | - | - |
| 8 | Providing & fixing G.I. pipes complete with G.I. fittings including trenching & re-filling etc. (external work).50 mm nominal bore | - | metre | - | - |
| 9 | Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS: 15778 having thermal stability for hot and cold water supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per firectionof the Engineer in charge.(External work (heavy duty SDR 11 pipe) 50 mm nominal outer dia pipes. | - | metre | - | - |
| 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. | - | sq.m | - | - |
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