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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.6 CrAccepted-AOC PURUSHOTTAM NIWAS KHANDEPAR PONDA GOA 403401 | SOUTH GOA | GOA | 403401 | ₹21.6 Cr | 1 | Accepted-AOC first lowest |
| 2 | 2₹22.5 Cr+₹91.3 L (4.22%)Rejected-Finance BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | ₹22.5 Cr+₹91.3 L (4.22%) | 2 | Rejected-Finance 2nd lowest |
| Sl No | Description | Qty | Unit | R. B. S. Candiaparcar L1 | BAGKIYA CONSTRUCTIONS PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 60 | 100 Sq.m | 550 ₹33,000 Lowest | 580 ₹34,800 |
| 1.02 | Earth work in excavation over areas of all type of strata comprising of any type of material such as soil ,silt,clay, sand, saturated soil, gravel, murum of all varieties, shingles, pebbles, all type of congolmerates,latrite rock,soft rock,ordinary rock, disintegrated rock,fissured/shattered rock, decomposed rock, weathered rock and all such material either in full or part as the case may be adopting any method/ methods as may be convenient or permitted (blasting prohibited) including chiselling ,wedging,etc., in all conditions such as dry , moist, foul, saturated, submerged, etc., as directed by the Engineer etc., all complete including dressing of side ramming bottom, all leads and lifts, getting out excavated soil & stacking as directed , pumping and bailing out water, barricading,danger lighting, guarding as directed. | 15,573 | Cu.m | 500 ₹77,86,500 Lowest | 600 ₹93,43,800 |
| 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 | 1,730 | Cu.m | 700 ₹12,11,000 Lowest | 730 ₹12,62,900 |
| 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 . | 5,347 | Cu.m | 245 ₹13,10,015 Lowest | 250 ₹13,36,750 |
| 1.05 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. Murum | 433 | Cu.m | 670 ₹2,90,110 Lowest | 700 ₹3,03,100 |
| 1.06 | Carting away unwanted excavated material such as soil, lime, moorum, building rubbish, laterite stone, Excavated earth, ordinary rock etc. from site lead of 10km including all loading & unloading charges ( A ) ( by mechnaical Automative Transport ) Contractor should arrange land for dispose up these material at his own cost Lead upto 10 km. | 11,924 | Cu.m | 370 ₹44,11,880 Lowest | 465 ₹55,44,660 |
| 1.07 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1,591 | Cu.m | 2,500 ₹39,77,500 Lowest | 2,650 ₹42,16,150 |
| 1.08 | Brick work using fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with bricks of class designation 40 kgs / cm2. in foundation and plinth. 230 x 110 x 80 mm | 340 | Cu.m | 8,000 ₹27,20,000 Lowest | 8,000 ₹27,20,000 Lowest |
| 1.09 | Brick work using fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with bricks of class designation 40 kgs / cm2. in superstructure upto floor five level. In superstructure upto floor five level. | 277 | Cu.m | 8,300 ₹22,99,100 Lowest | 8,400 ₹23,26,800 |
Tender Value
₹19.4 Cr
EMD Value
₹29.4 L
Closing Date
5 May 2025, 3:00 pmClosed
Executive Engineer
Paryatan Bhawan Patto Panaji Goa
Construction of Tribal Museum for Freedom Fighters of Tribal Community Bandora Ponda
2025_GTDCL_21064_1
GTDC/PC/EE(S)/2024-25/e-75
Open Tender
Civil Works
Item Rate
365 days
Paryatan Bhawan Patto Panaji Goa
Please refer Tender documents.
9 documents required · 9 mandatory
₹30,000
₹29.4 L
Paryatan Bhawan Patto Panaji Goa
3 Jul 2026
27 Mar 2025
6 May 2025
27 Mar 2025
5 May 2025
19 Apr 2025
28 Mar 2025 - 9 Apr 2025
10 Apr 2025
| 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 | 60 | 100 Sq.m | - | - | 18% |
| 1.02 | Earth work in excavation over areas of all type of strata comprising of any type of material such as soil ,silt,clay, sand, saturated soil, gravel, murum of all varieties, shingles, pebbles, all type of congolmerates,latrite rock,soft rock,ordinary rock, disintegrated rock,fissured/shattered rock, decomposed rock, weathered rock and all such material either in full or part as the case may be adopting any method/ methods as may be convenient or permitted (blasting prohibited) including chiselling ,wedging,etc., in all conditions such as dry , moist, foul, saturated, submerged, etc., as directed by the Engineer etc., all complete including dressing of side ramming bottom, all leads and lifts, getting out excavated soil & stacking as directed , pumping and bailing out water, barricading,danger lighting, guarding as directed. | 15,573 | 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. All types of Ordinary rock including all types of laterite rock, blasting prohibited | 1,730 | 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 . | 5,347 | Cu.m | - | - | 18% |
| 1.05 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. Murum | 433 | Cu.m | - | - | 18% |
| 1.06 | Carting away unwanted excavated material such as soil, lime, moorum, building rubbish, laterite stone, Excavated earth, ordinary rock etc. from site lead of 10km including all loading & unloading charges ( A ) ( by mechnaical Automative Transport ) Contractor should arrange land for dispose up these material at his own cost Lead upto 10 km. | 11,924 | 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. | 1,591 | Cu.m | - | - | 18% |
| 1.08 | Brick work using fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with bricks of class designation 40 kgs / cm2. in foundation and plinth. 230 x 110 x 80 mm | 340 | Cu.m | - | - | 18% |
| 1.09 | Brick work using fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with bricks of class designation 40 kgs / cm2. in superstructure upto floor five level. In superstructure upto floor five level. | 277 | Cu.m | - | - | 18% |
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