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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance H NO 19 8 CALWADDO CORLIM TISWADI GOA | +4.00% | ₹12.6 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Invalid License |
Tender Value
₹12.1 L
EMD Value
₹24,198
Closing Date
19 Jun 2026, 3:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti, Panaji - Goa
Construction of store room near Sateri Devasthan at Divar in V.P. Goltim Navelim in Corlim Z.P. Constituency
2026_ZP_29750_1
NGZP/02/2026-27/38/218/L27
Open Tender
Civil Works
Percentage
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹24,198
29 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
19 Jun 2026
13 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 | 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 types of soil | - | Cum | 291 | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1 | Cum | 2,211 | ₹2,208.79 |
| 3 | 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 | 1 | Cum | 6,192 | ₹6,185.81 |
| 4 | 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. | - | Cum | 245 | - |
| 5 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 1 | Cum | 5,186 | ₹5,180.81 |
| 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. | 0.2 | Cum | 6,115 | ₹1,223 |
| 7Centering & shuttering including Strutting, Propping & removal of forms for : | |||||
| 7.01 | Foundations, Footings, Bases for columns | 1 | Sqm | 407 | ₹406.59 |
| 7.02 | Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) | 0.2 | Sqm | 598 | ₹119 |
| 7.03 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | - | Sqm | 412 | - |
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