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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹1.7 CrAccepted-Finance | ₹1.7 Cr | 1st | Accepted-Finance 1st lowest |
| 2 | 2nd₹1.8 Cr+₹9.8 L (5.82%)Rejected-Finance AMEYA PLOT NO 8 KURTARKAR NAGARI SHANTINAGAR PONDA | NORTH GOA | GOA | 403001 | ₹1.8 Cr+₹9.8 L (5.82%) | 2nd | Rejected-Finance 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Elligible |
| Sl No | Description | Qty | Unit | SHIVAM INFRATECH L2 | P.D. PRABHU L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 20 | 100 Sq.m | 550 ₹11,000 | 500 ₹10,000 Lowest |
| 1.02 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: Hard soil | 135 | Sq.m | 65 ₹8,775 Lowest | 69 ₹9,315 |
| 1.03 | 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 | 779 | Cu.m | 700 ₹5,45,300 | 669 ₹5,21,151 Lowest |
| 1.04 | 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 | 374 | Cu.m | 750 ₹2,80,500 | 703 ₹2,62,922 Lowest |
| 1.05 | 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. | 88 | Cu.m | 275 ₹24,200 | 250 ₹22,000 Lowest |
| 1.06 | Disposal of unserviceable material such as buiding rubbish,wood,earth excavated rock etc for all leads and lifts beyond 50m, Upto 5km | 1,200 | Cu.m | 550 ₹6,60,000 | 400 ₹4,80,000 Lowest |
| 1.07 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 244 | Cu.m | 2,500 ₹6,10,000 | 2,200 ₹5,36,800 Lowest |
| 1.08 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 71 | Cu.m | 6,000 ₹4,26,000 | 5,629 ₹3,99,659 Lowest |
| 1.09 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 37 | Cu.m | 6,500 ₹2,40,500 | 5,400 ₹1,99,800 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
16 Jul 2026, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan pato Panaji Goa
Beautification and Illumination Surrounding of Shree Somnath Balbhim Temple at Kirlapal Dabal Dharbandora Goa
2026_GTDCL_30106_1
GTDC/PC/EE(S)/2026-27/e-35
Open Tender
Civil Works
Item Rate
270 days
Paryatan Bhavan pato Panaji Goa
Please refer Tender documents.
9 documents required · 9 mandatory
₹8,000
₹3.2 L
2 Sept 2026
4 Jul 2026
17 Jul 2026
4 Jul 2026
16 Jul 2026
4 Jul 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 | 20 | 100 Sq.m | - | - | 18% |
| 1.02 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: Hard soil | 135 | Sq.m | - | - | 18% |
| 1.03 | 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 | 779 | Cu.m | - | - | 18% |
| 1.04 | 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 | 374 | Cu.m | - | - | 18% |
| 1.05 | 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. | 88 | Cu.m | - | - | 18% |
| 1.06 | Disposal of unserviceable material such as buiding rubbish,wood,earth excavated rock etc for all leads and lifts beyond 50m, Upto 5km | 1,200 | Cu.m | - | - | 18% |
| 1.07 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 244 | Cu.m | - | - | 18% |
| 1.08 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 71 | Cu.m | - | - | 18% |
| 1.09 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 37 | Cu.m | - | - | 18% |
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