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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-Finance 104 MITASU MANSION SHANTINAGAR PONDA GOA | SOUTH GOA | GOA | 403103 | ₹44.5 L | L1 | Accepted-Finance being 1st lowest |
| 2 | L2₹49.7 L+₹5.2 L (11.7%)Rejected-Finance ANANDWADI GOA | GOA | ₹49.7 L+₹5.2 L (11.7%) | L2 | Rejected-Finance being 2nd lowest |
| 3 | L3₹62.8 L+₹18.3 L (41.3%)Rejected-Finance | ₹62.8 L+₹18.3 L (41.3%) | L3 | Rejected-Finance being 3rd lowest |
| 4 | Rejected-Technical GOA | - | - | Rejected-Technical Rejected due to non-submission of Latest ARN GSTR3B |
Tender Value
₹55.6 L
EMD Value
₹1.1 L
Closing Date
10 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
DIVISION XVI (BLDGS), P.W.D.
Construction of Compound Wall for Datta Mandir Temple at Dattawadi in V.P. Sanvordem in Sanvordem Constituency (Under MLA-LAD Scheme).
2026_PWD_30080_1
PWD/DIVISION XVI (BC)/TS/04/2026-2027 Line 01
Open Tender
Civil Works - Buildings
Percentage
120 days
Mandir Temple at Dattawadi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.1 L
11 Aug 2026
4 Jul 2026
13 Jul 2026
4 Jul 2026
10 Jul 2026
4 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 |
|---|---|---|---|---|---|
| 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 directed within a lead of 50 m. | |||||
| 1.01 | b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | 267.47 | cu.m | 672 | ₹1,79,739.84 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 288.71 | cu.m | 2,211 | ₹6,38,337.81 |
| 3Providing & 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: | |||||
| 3.01 | a) All works upto plinth level | 222.68 | cu.m | 6,810 | ₹15,16,450.8 |
| 4Providing 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) | |||||
| 4.01 | a) All works upto plinth level | 4.06 | cu.m | 7,178 | ₹29,142.68 |
| 5Providing 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) | |||||
| 5.01 | b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | 2.14 | cu.m | 8,034 | ₹17,192.76 |
| 6Providing 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) | |||||
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tech_eval.pdf
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BOQ_30495.xls
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