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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 CrAccepted-AOC ASSOLNA SOUTH GOA | SOUTH GOA | GOA | 403802 | ₹5.4 Cr | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹5.6 Cr+₹15.2 L (2.80%)Rejected-Finance | ₹5.6 Cr+₹15.2 L (2.80%) | 2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Allabaksh Mulla L1 | City Constructions L2 |
|---|---|---|---|---|---|
| 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 | 498 ₹6,972 Lowest | 500 ₹7,000 |
| 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 | 286 ₹2,09,638 Lowest | 300 ₹2,19,900 |
| 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 | 672 ₹5,71,872 | 500 ₹4,25,500 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 | 245 ₹59,535 Lowest | 280 ₹68,040 |
| 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 | 8,529 ₹8,529 | 8,500 ₹8,500 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 | 2,211 ₹10,54,647 | 2,200 ₹10,49,400 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 | 6,075 ₹12,39,300 Lowest | 7,200 ₹14,68,800 |
| 1.08 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 222 | Cu.m | 7,004 ₹15,54,888 Lowest | 7,200 ₹15,98,400 |
| 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 | 912 ₹31,920 Lowest | 1,200 ₹42,000 |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
15 Apr 2026, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan pato Panaji Goa
Beautification and Renovation of Shree Mallikarjun Temple Avem Cotigao Canacona Goa Retender
2026_GTDCL_28505_1
GTDC/PC/EE(S)/2026-27/e-02
Open Tender
Civil Works
Item Rate
240 days
Paryatan Bhavan pato Panaji Goa
Please refer Tender documents.
10 documents required · 10 mandatory
₹20,000
₹10.8 L
4 Jul 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
15 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | CIVIL WORKS | - | - | - | - |
| - | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | - | 100 Sq.m | - | - |
| - | 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 | - | Cu.m | - | - |
| - | 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 | - | Cu.m | - | - |
| - | 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 . | - | Cu.m | - | - |
| - | 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. | - | Cu.m | - | - |
| - | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | Cu.m | - | - |
| - | 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 | - | Cu.m | - | - |
| - | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | - | Cu.m | - | - |
| - | 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 | - | Sq.m | - | - |
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