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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC H NO 192 RANE WADA KERIM SATTARI GOA | ₹2.1 Cr | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹2.1 Cr+₹6.0 L (2.91%)Rejected-Finance 1 UG 1 MODELS MERIDIEN OPP SWIM SEA BEACH RESORT DONA PAULA NORTH GOA GOA 403004 | NORTH GOA | GOA | 403004 | ₹2.1 Cr+₹6.0 L (2.91%) | L2 | Rejected-Finance 2nd lowest |
| Sl No | Description | Qty | Unit | Rane Constructions L1 | Manohar H Doddalingannavar L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 11 | 100 Sq.m | 518 ₹5,698 Lowest | 533 ₹5,863 |
| 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 types of Ordinary rock including all types of laterite rock, blasting prohibited | 523 | Cu.m | 664 ₹3,47,272 Lowest | 684 ₹3,57,732 |
| 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. All types of Ordinary rock including all types of laterite rock, blasting prohibited | 242 | Cu.m | 698 ₹1,68,916 Lowest | 719 ₹1,73,998 |
| 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 in Charge. | 125 | Cu.m | 254 ₹31,750 Lowest | 262 ₹32,750 |
| 1.05 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. Moorum | 230 | Cu.m | 688 ₹1,58,240 Lowest | 708 ₹1,62,840 |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 263 | Cu.m | 2,299 ₹6,04,637 Lowest | 2,365 ₹6,21,995 |
| 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 | 70 | Cu.m | 6,318 ₹4,42,260 Lowest | 6,500 ₹4,55,000 |
| 1.08 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 89 | Cu.m | 7,284 ₹6,48,276 Lowest | 7,494 ₹6,66,966 |
| 1.09 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a. All works upto plinth level | 113 | Cu.m | 7,082 ₹8,00,266 Lowest | 7,286 ₹8,23,318 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
20 Apr 2026, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan patto panaji Goa
Development of Tourist Centric Public places in Bardez Taluka North Goa
2026_GTDCL_28532_1
GTDC/PC/EE-(N)/2026-27/e-03
Open Tender
Civil Works
Item Rate
180 days
paryatan bhavan patto panaji goa
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,000
₹4.0 L
21 Jul 2026
11 Apr 2026
22 Apr 2026
11 Apr 2026
20 Apr 2026
11 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 types of Ordinary rock including all types of laterite rock, blasting prohibited | - | 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. 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 in Charge. | - | Cu.m | - | - |
| - | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. Moorum | - | 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 | - | - |
| - | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a. All works upto plinth level | - | Cu.m | - | - |
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