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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance GOA | SOUTH GOA | GOA | 403713 | +4.00% | ₹2.3 L | L1 | Admitted-Finance |
| 2 | L2₹2.3 L+₹2,198.76 (0.96%)Admitted-Finance H NO G 675 2 GAULEBHAT CHIMBEL TISWADI GOA | +5.00% | ₹2.3 L+₹2,198.76 (0.96%) | L2 | Admitted-Finance |
Tender Value
₹2.2 L
EMD Value
₹4,398
Closing Date
9 Sept 2026, 12:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti Panaji Goa
Construction of retaining wall near Satyendra Vernekar house at thorlebhat, ward no. 02 V.P. Azossim-Mandur in St. Lawrence Z.P. Constituency.
2026_ZP_31603_1
NGZP/05/2026-27/46/638/L31
Open Tender
Civil Works
Percentage
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹4,398
11 Sept 2026
4 Sept 2026
9 Sept 2026
4 Sept 2026
9 Sept 2026
4 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 |
|---|---|---|---|---|---|
| 1Earthwork 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 directedwithin a lead of 50 m. | |||||
| 1.01 | All kinds of soil | 10.5 | m3 | 291 | ₹3,055.5 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 2.7 | M3 | 2,211 | ₹5,969.7 |
| 3Providing & 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: | |||||
| 3.01 | All works upto plinth level | 27.3 | m3 | 6,192 | ₹1,69,041.6 |
| 4Centering and shuttering including struttings, propping etc. and removal of formwork for : | |||||
| 4.01 | Foundations, footings, bases for columns and mass concrete. | 63 | m2 | 407 | ₹25,641 |
| 5 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 63 | m2 | 223 | ₹14,049 |
| 6 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge | 4 | RM | 185 | ₹740 |
| 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. | 5.63 | m3 | 245 | ₹1,379.35 |
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