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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC | ₹5.7 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹6.1 Cr+₹46.0 L (8.09%)Rejected-Finance | ₹6.1 Cr+₹46.0 L (8.09%) | L2 | Rejected-Finance 2nd lowest |
| Sl No | Description | Qty | Unit | M/s. P.M. Chinchkar L2 | Paresh G. Kamat & Associates L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 14 | 100 Sq.m | 565 ₹7,910 | 498 ₹6,972 Lowest |
| 1.02 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : All kinds of soil | 733 | Cu.m | 350 ₹2,56,550 | 300 ₹2,19,900 Lowest |
| 1.03 | 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. b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | 851 | Cu.m | 760 ₹6,46,760 | 700 ₹5,95,700 Lowest |
| 1.04 | 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 . | 243 | Cu.m | 280 ₹68,040 | 270 ₹65,610 Lowest |
| 1.05 | Brick work using common burnt building bricks in cement mortar 1:3 (1 cement : 3 coarse sand) with bricks of class designation 40 kg / cm2 (wire cut bricks) In superstructure upto floor five level. | 1 | Cu.m | 9,640 ₹9,640 | 8,529 ₹8,529 Lowest |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 477 | Cu.m | 2,500 ₹11,92,500 | 2,450 ₹11,68,650 Lowest |
| 1.07 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 204 | Cu.m | 6,870 ₹14,01,480 | 6,500 ₹13,26,000 Lowest |
| 1.08 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 222 | Cu.m | 7,920 ₹17,58,240 | 7,100 ₹15,76,200 Lowest |
| 1.09 | Half brick masonry usign fly ash bricks in cement mortar 1:3 (1 cement : 3 coarse sand ) with bricks of class designation 40 kgs / cm2. Above plinth upto floor V level 200 x 95 x 95 | 35 | Sq.m | 1,030 ₹36,050 | 950 ₹33,250 Lowest |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
4 Aug 2026, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan pato Panaji Goa
Beautification and Renovation of Shree Mallikarjun Temple Avem Cotigao Canacona Goa Retender 2nd Call
2026_GTDCL_30501_1
GTDC/PC/EE(S)/2026-27/E-38
Open Tender
Civil Works
Works
240 days
Paryatan Bhavan pato Panaji Goa
Please refer Tender documents.
6 documents required · 6 mandatory
₹20,000
₹10.8 L
1 Sept 2026
21 Jul 2026
5 Aug 2026
21 Jul 2026
4 Aug 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 14 | 100 Sq.m | - | - | 18% |
| 1.02 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : All kinds of soil | 733 | Cu.m | - | - | 18% |
| 1.03 | 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. b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | 851 | Cu.m | - | - | 18% |
| 1.04 | 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 . | 243 | Cu.m | - | - | 18% |
| 1.05 | Brick work using common burnt building bricks in cement mortar 1:3 (1 cement : 3 coarse sand) with bricks of class designation 40 kg / cm2 (wire cut bricks) In superstructure upto floor five level. | 1 | Cu.m | - | - | 18% |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 477 | Cu.m | - | - | 18% |
| 1.07 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 204 | Cu.m | - | - | 18% |
| 1.08 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 222 | Cu.m | - | - | 18% |
| 1.09 | Half brick masonry usign fly ash bricks in cement mortar 1:3 (1 cement : 3 coarse sand ) with bricks of class designation 40 kgs / cm2. Above plinth upto floor V level 200 x 95 x 95 | 35 | Sq.m | - | - | 18% |
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