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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.1 LAdmitted-Finance H NO 255 B BURING BALLI ADHEM QUEPEM GOA | QUEPEM | QUEPEM | GOA | L1 | Admitted-Finance | ||
| 2 | L2₹10.1 L+₹4,236.43 (0.42%)Admitted-Finance H NO 256 NAGARCEM CANACONA | CANACONA | SOUTH GOA | GOA | L2 | Admitted-Finance | ||
| 3 | L3₹10.5 L+₹44,300.95 (4.39%)Admitted-Finance 1428 BAYEM SHIRODA PONDA GOA | L3 | Admitted-Finance | ||
| 4 | L4₹11.1 L+₹98,648.29 (9.77%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹11.1 L+₹1.0 L (10.1%)Admitted-Finance 54 B BAMONSAI SANGUEM SOUTH GOA 403 704 | SOUTH GOA | GOA | 403704 | L5 | Admitted-Finance |
Tender Value
₹12.1 L
EMD Value
₹24,208
Closing Date
18 Sept 2026, 3:00 pmClosed
Chief Executive Officer
Chief Executive Officer, South Goa Zilla Panchayat, Old Collectorate Bldg., 3rd Floor, Margao-Goa
Construction of dressing room shed for stage and providing and laying interlocking pavers near Our Lady of Pompeii Chapel Akamol in V.P. Ambaulim of Guidrdolim Constituency.
2026_ZP_31789_1
3/6/SGZP/2026-27/TN-191/L37
Open Tender
Civil Works - Buildings
Percentage
120 days
V.P. Ambaulim
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹24,208
21 Sept 2026
10 Sept 2026
21 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 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. (a) All kinds of soil | 21 | cu.m | 291 | ₹6,111 |
| 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: (a) All kinds of soil | 64 | cu.m | 286 | ₹18,304 |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 33 | cu.m | 2,211 | ₹72,963 |
| 4 | Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: (a) All works upto plinth level | 27 | cu.m | 6,192 | ₹1,67,184 |
| 5 | 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: (a) All works upto plinth level | 3.5 | cu.m | 6,810 | ₹23,835 |
| 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. | 12.5 | cu.m | 5,186 | ₹64,825 |
| 7 | 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. | 21 | cu.m | 245 | ₹5,145 |
| 8 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level. Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 10.3 | cu.m | 7,004 | ₹72,141.2 |
| 9 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) ( c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level | 0.4 | cu.m | 8,109 | ₹3,243.6 |
| 10 | Centering & shuttering including Strutting, Propping & removal of forms for : (iv) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | 4.5 | sq.m | 412 | ₹1,854 |
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