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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹58.4 LAccepted-AOC | ₹58.4 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹59.5 L+₹1.1 L (1.94%)Rejected-AOC | ₹59.5 L+₹1.1 L (1.94%) | 2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Bavish Waste Management Services Private Limited L1 | M/S GOA MARINE TERMINALS AND LOGISTICS L2 |
|---|---|---|---|---|---|
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 0.96 | 100 Sqm | 498 ₹478.08 Lowest | 500 ₹480 |
| 1.02 | Earthwork in excavation over areas by mechanical/manual means in all type of strata upto a depth of 3 meters comprising any of the materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerates, all types of laterite rock, soft rock, disintegrated rock, fissured/ shattered/ decomposed rock or weathered rock and all such other materials as described under appendix to these specifications whether in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry, moist, saturated, submerged, foul conditions etc.blasting prohibited including pumping or bailing out water including segregating the excavated earth/rock and disposal of surplus excavated earth at contractors identified site(at risk and cost of the contractor)for all leads and lifts and as directed by Engineer . | 48 | Cu.m. | 452 ₹21,696 Lowest | 468 ₹22,464 |
| 1.03 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers (excluding rock) 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. | 33 | Cu.m. | 245 ₹8,085 Lowest | 300 ₹9,900 |
| 1.04 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 19 | Cu.m. | 2,211 ₹42,009 Lowest | 2,300 ₹43,700 |
| 1.05 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.b) Moorum | 38 | Cu.m. | 662 ₹25,156 Lowest | 700 ₹26,600 |
| 1.06 | 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 | 3.6 | Cu.m. | 6,075 ₹21,870 Lowest | 6,100 ₹21,960 |
| 1.07 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a) All works upto plinth level | 6.3 | Cu.m. | 6,325 ₹39,847.5 Lowest | 6,470 ₹40,761 |
| 1.08 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. | 42 | sq.m | 329 ₹13,818 Lowest | 350 ₹14,700 |
| 1.09 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture(such as weather shield,APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete. | 42 | Sq.m. | 208 ₹8,736 Lowest | 208 ₹8,736 Lowest |
| 1.10 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :f) 50 mm nominal bore . | 2 | Each | 1,701 ₹3,402 Lowest | 1,800 ₹3,600 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
20 Mar 2026, 12:00 pmClosed
Executive Engineer
4th floor Paryatan Bhavan Patto Panaji
Providing and Fixing of Pre-fabricated Cabins (03 Nos) at Colva Beach Parking Area
2026_GTDCL_28233_1
GTDC/PC/EE(E)/2025-26/e-83
Open Tender
Cargo / Containers
Item Rate
30 days
4th floor Paryatan Bhavan Patto Panaji
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,000
₹1.1 L
Yes
7 Jul 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 0.96 | 100 Sqm | - | - | 18% |
| 1.02 | Earthwork in excavation over areas by mechanical/manual means in all type of strata upto a depth of 3 meters comprising any of the materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerates, all types of laterite rock, soft rock, disintegrated rock, fissured/ shattered/ decomposed rock or weathered rock and all such other materials as described under appendix to these specifications whether in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry, moist, saturated, submerged, foul conditions etc.blasting prohibited including pumping or bailing out water including segregating the excavated earth/rock and disposal of surplus excavated earth at contractors identified site(at risk and cost of the contractor)for all leads and lifts and as directed by Engineer . | 48 | Cu.m. | - | - | 18% |
| 1.03 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers (excluding rock) 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. | 33 | Cu.m. | - | - | 18% |
| 1.04 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 19 | Cu.m. | - | - | 18% |
| 1.05 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.b) Moorum | 38 | Cu.m. | - | - | 18% |
| 1.06 | 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 | 3.6 | Cu.m. | - | - | 18% |
| 1.07 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a) All works upto plinth level | 6.3 | Cu.m. | - | - | 18% |
| 1.08 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. | 42 | sq.m | - | - | 18% |
| 1.09 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture(such as weather shield,APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete. | 42 | Sq.m. | - | - | 18% |
| 1.1 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :f) 50 mm nominal bore . | 2 | Each | - | - | 18% |
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