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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 CrAccepted-AOC HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹1.8 Cr | 1 | Accepted-AOC 1st Lowest |
| 2 | 2₹2.0 Cr+₹14.3 L (7.89%)Rejected-Finance ASSOLNA SOUTH GOA | SOUTH GOA | GOA | 403802 | ₹2.0 Cr+₹14.3 L (7.89%) | 2 | Rejected-Finance highest |
| 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 | 40 | 100 Sqm | 510 ₹20,400 | 400 ₹16,000 Lowest |
| 1.02 | 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 :
a) All Kinds of Soil | 560 | Cu.m | 480 ₹2,68,800 | 350 ₹1,96,000 Lowest |
| 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.
a. All kind of soil | 161 | Cu.m | 490 ₹78,890 | 350 ₹56,350 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. | 489 | Cum | 250 ₹1,22,250 | 100 ₹48,900 Lowest |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 132 | Cum | 2,150 ₹2,83,800 | 2,000 ₹2,64,000 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 | 14 | Cum | 8,020 ₹1,12,280 | 8,000 ₹1,12,000 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. | 26 | Cum | 7,210 ₹1,87,460 | 7,100 ₹1,84,600 Lowest |
| 1.08 | Brick work using common burnt building bricks in cement mortar 1:3 (1 cement : 3 coarse sand) with bricks of class designation 40 kg / cm2 (wire cut bricks) | 17 | Cum | 8,560 ₹1,45,520 | 8,500 ₹1,44,500 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 | 84 | Cum | 6,910 ₹5,80,440 | 6,800 ₹5,71,200 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
6 Jul 2026, 3:00 pmClosed
Executive Engineer
4th floor, Paryatan Bhavan, Patto, Panaji
Beautification and Illumination of Shree Sateri Kelbai Devasthan, Ravan Keri, Sattari Goa
2026_GTDCL_29961_1
GTDC/PC/EE(N)/2026-27/e-33
Open Tender
Civil Works
Item Rate
270 days
4th floor, Paryatan Bhavan, Patto, Panaji
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,000
₹3.6 L
31 Aug 2026
26 Jun 2026
7 Jul 2026
26 Jun 2026
6 Jul 2026
26 Jun 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 | 40 | 100 Sqm | - | - | 18% |
| 1.02 | 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 :
a) All Kinds of Soil | 560 | 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.
a. All kind of soil | 161 | 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. | 489 | Cum | - | - | 18% |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 132 | Cum | - | - | 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 | 14 | Cum | - | - | 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. | 26 | Cum | - | - | 18% |
| 1.08 | Brick work using common burnt building bricks in cement mortar 1:3 (1 cement : 3 coarse sand) with bricks of class designation 40 kg / cm2 (wire cut bricks) | 17 | Cum | - | - | 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 | 84 | Cum | - | - | 18% |
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