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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹1.8 CrAccepted-Finance HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹1.8 Cr | 1st | Accepted-Finance 1st Lowest |
| 2 | 2nd₹2.0 Cr+₹18.0 L (9.73%)Rejected-Finance | ₹2.0 Cr+₹18.0 L (9.73%) | 2nd | Rejected-Finance 2nd Lowest |
| Sl No | Description | Qty | Unit | I B CONSTRUCTIONS L1 | M/s IJM Construction L2 |
|---|---|---|---|---|---|
| 1.00 | TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking (2km) Earth | 25 | cu.m. | 174 ₹4,350 Lowest | 195 ₹4,875 |
| 2.00 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 5 | 100 sq.m. | 514 ₹2,570 Lowest | 525 ₹2,625 |
| 3.00 | 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 | 2,350 | cu.m. | 310 ₹7,28,500 Lowest | 345 ₹8,10,750 |
| 4.00 | 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. in All types of Ordinary rock including all types of laterite rock, blasting prohibited | 424 | cu.m | 695 ₹2,94,680 Lowest | 765 ₹3,24,360 |
| 5.00 | 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 in Charge. | 1,855 | cu.m | 268 ₹4,97,140 Lowest | 295 ₹5,47,225 |
| 6.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 596 | cu.m | 2,236 ₹13,32,656 Lowest | 2,276 ₹13,56,496 |
| 7.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 85 | cu.m | 5,202 ₹4,42,170 Lowest | 5,212 ₹4,43,020 |
| 8.00 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 14 | cu.m | 9,800 ₹1,37,200 | 9,732 ₹1,36,248 Lowest |
| 9.00 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20mm nominal size) excluding cost of centering, shuttering and finishing :All works upto plinth level | 323 | cu.m | 6,832 ₹22,06,736 Lowest | 6,868 ₹22,18,364 |
| 10.00 | Providing 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) All works upto plinth level | 5 | cu.m. | 7,195 ₹35,975 Lowest | 7,196 ₹35,980 |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
15 Aug 2026, 3:00 pmClosed
Executive Engineer
4th floor, Paryatan Bhavan, Patto, Panaji
Upgradation / Beautification of surrounding area of Mahamaya and Ravalnath Temple at Bordem Bicholim Goa (Retender)
2026_GTDCL_30790_1
GTDC/PC/EE(N)/2026-27/e-40
Open Tender
Civil Works
Item Rate
180 days
4th floor, Paryatan Bhavan, Patto, Panaji
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,000
₹3.5 L
2 Sept 2026
31 Jul 2026
17 Aug 2026
31 Jul 2026
15 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking (2km) Earth | 25 | cu.m. | - | - | 18% |
| - | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 5 | 100 sq.m. | - | - | 18% |
| - | 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 | 2,350 | cu.m. | - | - | 18% |
| - | 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. in All types of Ordinary rock including all types of laterite rock, blasting prohibited | 424 | cu.m | - | - | 18% |
| - | 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 in Charge. | 1,855 | cu.m | - | - | 18% |
| - | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 596 | cu.m | - | - | 18% |
| - | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 85 | cu.m | - | - | 18% |
| - | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 14 | cu.m | - | - | 18% |
| - | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20mm nominal size) excluding cost of centering, shuttering and finishing :All works upto plinth level | 323 | cu.m | - | - | 18% |
| - | Providing 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) All works upto plinth level | 5 | cu.m. | - | - | 18% |
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