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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1ST₹2.9 CrAccepted-Finance GOA | NORTH GOA | GOA | 403524 | 1ST | Accepted-Finance 1ST LOWEST | |
| 2 | 2ND₹2.9 Cr+₹4.2 L (1.44%)Rejected-Finance BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | 2ND | Rejected-Finance 2ND LOWEST |
| Sl No | Description | Qty | Unit | BAGKIYA CONSTRUCTIONS PVT LTD L2 | D K BHOMKAR L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 15.3 | 100 sq.m | 531.62 ₹8,133.79 | 521.41 ₹7,977.57 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 : | 1,027 | Cu.m. | 381.1 ₹3,91,389.7 | 373.78 ₹3,83,872.06 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. | 350 | Cu.m | 310.64 ₹1,08,724 | 304.68 ₹1,06,638 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. | 160 | Cu.m. | 261.54 ₹41,846.4 | 256.52 ₹41,043.2 Lowest |
| 1.05 | Supplying and filling Moorum in plinth under floors, trenches including watering ramming consolidating, dressing, complete. | 73 | Cu.m. | 706.69 ₹51,588.37 | 693.11 ₹50,597.03 Lowest |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 560 | Cu.m. | 2,360.24 ₹13,21,734.4 | 2,314.92 ₹12,96,355.2 Lowest |
| 1.07 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 238 | Cu.m. | 5,536.06 ₹13,17,582.28 | 5,429.74 ₹12,92,278.12 Lowest |
| 1.08 | 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 Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 246 | Cu.m. | 7,476.77 ₹18,39,285.42 | 7,333.19 ₹18,03,964.74 Lowest |
| 1.09 | Half brick masonry in cement mortar 1:3 (1cement : 3 coarse sand) with bricks of class designation 75 kg /cm2. b. Upto floor V level. | 34 | Sq.m | 1,278.87 ₹43,481.58 | 1,254.31 ₹42,646.54 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
11 Sept 2026, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan Pato Panaji Goa
Upgradation Beautification and Illumination of Shree Sateri Devasthan Aglote Sancordem in Dharbandora Taluka Re tender
2026_GTDCL_31021_1
GTDC/PC/EE-(S)/2026-27/e-48
Open Tender
Civil Works
Item Rate
270 days
Paryatan Bhavan Patto Panaji Goa
Please refer Tender documents.
9 documents required · 9 mandatory
₹15,000
₹5.5 L
3 Oct 2026
12 Aug 2026
12 Sept 2026
12 Aug 2026
11 Sept 2026
12 Aug 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 | 15.3 | 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 : | 1,027 | 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. | 350 | 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. | 160 | Cu.m. | - | - | 18% |
| 1.05 | Supplying and filling Moorum in plinth under floors, trenches including watering ramming consolidating, dressing, complete. | 73 | 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. | 560 | Cu.m. | - | - | 18% |
| 1.07 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 238 | Cu.m. | - | - | 18% |
| 1.08 | 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 Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 246 | Cu.m. | - | - | 18% |
| 1.09 | Half brick masonry in cement mortar 1:3 (1cement : 3 coarse sand) with bricks of class designation 75 kg /cm2. b. Upto floor V level. | 34 | Sq.m | - | - | 18% |
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