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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | ₹4.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.7 CrAdmitted-Finance BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | ₹4.7 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BAGKIYA CONSTRUCTIONS PVT LTD L2 | Kamakshi Infrastructure Construction L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 42 | 100 Sq.m | 527.88 ₹22,170.96 | 517.92 ₹21,752.64 |
| 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 | 2,135 | Cu.m | 303.16 ₹6.5 L | 297.44 ₹6.4 L |
| 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 | 988 | Cu.m | 712.32 ₹7.0 L | 698.88 ₹6.9 L |
| 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 . | 1,142 | Cu.m | 259.7 ₹3.0 L | 254.8 ₹2.9 L |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1,283 | Cu.m | 2,343.66 ₹30.1 L | 2,299.44 ₹29.5 L |
| 1.06 | 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 | 313 | Cu.m | 6,439.5 ₹20.2 L | 6,318 ₹19.8 L |
| 1.07 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 379 | Cu.m | 7,424.24 ₹28.1 L | 7,284.16 ₹27.6 L |
| 1.08 | 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 | 30 | Sq.m | 934.92 ₹28,047.60 | 917.28 ₹27,518.40 |
| 1.09 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All work up to Plinth level | 557 | Cu.m | 7,218.6 ₹40.2 L | 7,082.4 ₹39.4 L |
Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
20 May 2026, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan pato Panaji Goa
Beautification Illumination Parking and basic amenities for Shree Bhagwati and Sateri Temple Panchwadi Shiroda in Ponda Taluka
2026_GTDCL_29141_1
GTDC/PC/EE(S)/2026-27e-18
Open Tender
Civil Works
Paryatan Bhavan pato Panaji Goa
Please refer Tender documents.
8 documents required · 8 mandatory
₹20,000
₹10.5 L
22 May 2026
7 May 2026
21 May 2026
7 May 2026
20 May 2026
7 May 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 | 42 | 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 | 2,135 | 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 | 988 | 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 . | 1,142 | Cu.m | - | - | 18% |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1,283 | Cu.m | - | - | 18% |
| 1.06 | 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 | 313 | Cu.m | - | - | 18% |
| 1.07 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 379 | Cu.m | - | - | 18% |
| 1.08 | 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 | 30 | Sq.m | - | - | 18% |
| 1.09 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All work up to Plinth level | 557 | Cu.m | - | - | 18% |
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