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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹3.0 CrAccepted-Finance HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹3.0 Cr | 1st | Accepted-Finance 1st lowest |
| 2 | 2nd₹3.3 Cr+₹30.1 L (10.0%)Rejected-Finance ASSOLNA SOUTH GOA | SOUTH GOA | GOA | 403802 | ₹3.3 Cr+₹30.1 L (10.0%) | 2nd | Rejected-Finance 2nd lowest |
| Sl No | Description | Qty | Unit | Allabaksh Mulla L2 | I B CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 24 | 100 sq.m | 540 ₹12,960 | 498.5 ₹11,964 Lowest |
| 1.02 | Earthwork in excavation for foundation pipeline trenches by mechanical/manual means in all type of strata 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 maybe 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. | 410 | cu.m | 310 ₹1,27,100 | 250 ₹1,02,500 Lowest |
| 1.03 | Earthwork in excavation over areas by mechanical/manual means in all type of strata 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 . | 440 | cu.m | 380 ₹1,67,200 | 300 ₹1,32,000 Lowest |
| 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. | 487 | cu.m | 165.5 ₹80,598.5 | 100 ₹48,700 Lowest |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 200 | cu.m | 1,830 ₹3,66,000 | 1,700 ₹3,40,000 Lowest |
| 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 | 90 | cu.m | 5,590 ₹5,03,100 | 5,500 ₹4,95,000 Lowest |
| 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 Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 50 | cu.m | 6,440 ₹3,22,000 | 6,000 ₹3,00,000 Lowest |
| 1.08 | Pre-cast cement concrete solid blocks masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand) in partition walls size of blocks (30 x 20 x 10) | 35 | sq.m | 860 ₹30,100 | 818 ₹28,630 Lowest |
| 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 | 95 | cu.m | 790 ₹75,050 Lowest | 6,810.5 ₹6,46,997.5 |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
16 Mar 2026, 3:00 pmClosed
Executive Engineer
patto Panaji Paryatan Bhavan 4th floor
Development of Garden area providing toilet facility and Facade Illumination with RGBW Lighting of Shree Laxmi Narayan Temple at Navelim SankhalimGoa
2026_GTDCL_27854_1
GTDC/PC/EE-(N)/2025-26/e-76 (d)
Open Tender
Civil Works
Item Rate
270 days
patto Panaji Paryatan Bhavan 4th floor
Please refer Tender documents.
7 documents required · 7 mandatory
₹15,000
₹5.7 L
7 Apr 2026
18 Feb 2026
18 Mar 2026
18 Feb 2026
16 Mar 2026
18 Feb 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 | 24 | 100 sq.m | - | - | 18% |
| 1.02 | Earthwork in excavation for foundation pipeline trenches by mechanical/manual means in all type of strata 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 maybe 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. | 410 | cu.m | - | - | 18% |
| 1.03 | Earthwork in excavation over areas by mechanical/manual means in all type of strata 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 . | 440 | 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 in Charge. | 487 | cu.m | - | - | 18% |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 200 | 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 | 90 | cu.m | - | - | 18% |
| 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 Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 50 | cu.m | - | - | 18% |
| 1.08 | Pre-cast cement concrete solid blocks masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand) in partition walls size of blocks (30 x 20 x 10) | 35 | sq.m | - | - | 18% |
| 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 | 95 | cu.m | - | - | 18% |
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