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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹33.3 CrAccepted-AOC BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | ₹33.3 Cr | 1st | Accepted-AOC L1 |
| 2 | 2nd₹35.2 Cr+₹1.9 Cr (5.82%)Rejected-Finance | ₹35.2 Cr+₹1.9 Cr (5.82%) | 2nd | Rejected-Finance 2nd lowest |
Tender Value
₹30.5 Cr
EMD Value
₹40.5 L
Closing Date
25 Jul 2022, 3:00 pmClosed
Executive Engineer
4th floor Paryatan Bhavan Patto Panaji Goa
Ecotourism and Nature Education Park for Western Ghats Proposed Development of Forest Garden at Salaulim dam downstream side at Sanguem Taluka Goa
2022_GTDCL_4691_1
GTDC/PC/EE(S)/2022-23/e-08
Open Tender
Civil Works
Item Rate
365 days
Panjim
Please refer Tender documents.
7 documents required · 7 mandatory
₹30,000
₹40.5 L
Yes
4th floor Paryatan Bhavan Patto Panaji Goa
4 Apr 2023
11 Jul 2022
26 Jul 2022
11 Jul 2022
25 Jul 2022
21 Jul 2022
11 Jul 2022 - 19 Jul 2022
20 Jul 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 1.01 | Earth work in excavation over areas of all type of strata comprising of any type of material such as soil ,silt,clay, sand, 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, lifts and depths including getting out excavated soil & stacking as directed , pumping and bailing out water, barricading,danger lighting, guarding as directed . | 18,615 | cu.m | - | - | 12% |
| 1.02 | Earthwork in excavation in trenches for all leads & lifts in all type of strata comprising of any type of materials either in full or part as the case may be adopting any method/methods as may be convenient as permitted excluding blasting in all conditions such as dry, moist, foul, saturated, submerged, etc,. including dressing of sides, planking & strutting, timbering ,ramming of bottom ,pumping and bailing out water ,barricading danger lighting guarding, getting out excavated soil & stacking as directed by Engineer for all leads & lifts etc. complete | 6,993 | cu.m | - | - | 12% |
| 1.03 | 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 . | 20,383 | cu.m | - | - | 12% |
| 1.04 | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. a) Ordinary soil | 15,000 | sq.m | - | - | 12% |
| 1.05 | Supplying and filling fine Moorum in plinth under floors, trenches including watering ramming consolidating, dressing, complete. Moorum | 295 | cu.m | - | - | 12% |
| 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 5 km. | 6,043 | cu.m | - | - | 12% |
| 1.07 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 5,426 | cu.m | - | - | 12% |
| 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 superstructure | 2,169 | cu.m | - | - | 12% |
| 1.09 | Half brick masonry using fly ash bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with bricks of class designation 40 kg/cm2. a) Above plinth upto floor V level 200 x 95 x 95 | 534 | sqm | - | - | 12% |
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