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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.7 LAdmitted-Finance H NO 2198 GOKULWADI SANQUELIM GOA | NORTH GOA | GOA | 403001 | -20.00% | ₹9.7 L | L1 | Admitted-Finance |
| 2 | L2₹10.2 LAdmitted-Finance | -16.00% | ₹10.2 L | L2 | Admitted-Finance |
| 3 | L3₹12.3 LAdmitted-Finance DEULWADA PALE BICHOLIM GOA | NORTH GOA | GOA | 403001 | +2.00% | ₹12.3 L | L3 | Admitted-Finance |
Tender Value
₹12.1 L
EMD Value
₹24,186
Closing Date
19 Jun 2026, 3:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti, Panaji - Goa
Construction of compound wall, gutter and providing and laying pavers near Navdurga temple at Deulwada in V.P. Surla, of Z.P. Pale Constituency.
2026_ZP_29752_1
NGZP/02/2026-27/38/218/L29
Open Tender
Civil Works
Percentage
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹24,186
14 Jul 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 |
|---|---|---|---|---|---|
| 1Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: | |||||
| 1.01 | Hard soil | 369 | m2 | 66 | ₹24,354 |
| 2Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5m 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 50m. | |||||
| 2.01 | All kinds of soil | 70.5 | m3 | 291 | ₹20,515.5 |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 66.9 | m3 | 2,211 | ₹1,47,915.9 |
| 4Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : | |||||
| 4.01 | All works upto plinth level | 61.4 | m3 | 6,635 | ₹4,07,389 |
| 5Centering & shuttering including Strutting, Propping & removal of forms for | |||||
| 5.01 | Foundations, footings, bases for columns and mass concrete. | 70 | m2 | 407 | ₹28,490 |
| 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. | 7.2 | m3 | 5,186 | ₹37,339.2 |
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