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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC H NO 264 1 WARD NO 03 DEULWADA PALIEM PERNEM GOA | ₹12.0 L | L1 | Accepted-AOC AOC Awarded |
| 2 | L2₹12.0 LRejected-Finance H NO 399 OXELBERG DHARGAL PERNEM GOA | NORTH GOA | GOA | 403001 | ₹12.0 L | L2 | Rejected-Finance Rejected |
Tender Value
₹11.4 L
EMD Value
₹22,799
Closing Date
17 Jul 2026, 3:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti Panaji Goa
Construction of Mahadwar at the entrance of Shree Ghagreshwar Devasthan temple at Sinquerim V.P. Candolim in Calangute Z.P. Constituency.
2026_ZP_30227_1
NGZP/03/2026-27/46/276/L18
Open Tender
Civil Works
Percentage
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹22,799
5 Aug 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
17 Jul 2026
11 Jul 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 kind of soil | 9.56 | Cum | 291 | ₹2,780.51 |
| 2 | Rubble packing with hard laterite stone under floors includign watering ramming and consolidating etc. in pipeline trenches and other foundations complete | 1.17 | Cum | 2,211 | ₹2,586.87 |
| 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 | 0.94 | Cum | 6,192 | ₹5,820.48 |
| 4Centering & shuttering including Strutting, Propping & removal of forms for : | |||||
| 4.01 | Foundations, Footings, Bases for columns | 9.04 | Sqm | 407 | ₹3,679.28 |
| 4.02 | Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) | 29.52 | Sqm | 598 | ₹17,652.96 |
| 4.03 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | 41.55 | Sqm | 412 | ₹17,119.84 |
| 4.04 | Arches, domes, vaults upto 6.00 span | 19.55 | Sqm | 1,313 | ₹25,669.02 |
| 5 | Providing and laying reinforced cement concrete of grade M-25 (Mix design) with coarse sand & graded granatic or basaltic stone Aggregate 20 mm nominal size as per mix design requirment excluding plastering & cost of centering/shuttering & reinforcement. including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer in charge. M-25 grade of reinforced cement concrete by using 410 kg of cement per cu.m of concrete. All works upto floor five level. | 24.26 | Cum | 7,624 | ₹1,84,958.24 |
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