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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹3.7 CrAccepted-Finance GOA | NORTH GOA | GOA | 403524 | ₹3.7 Cr | 1st | Accepted-Finance 1st lowest |
| 2 | 2nd₹3.7 CrRejected-Finance | ₹3.7 Cr | 2nd | Rejected-Finance 2nd lowest |
| Sl No | Description | Qty | Unit | D K BHOMKAR L1 | ASSI ENGINEERING L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 16 | 100 Sq.m | 522.9 ₹8,366.40 | 527.88 ₹8,446.08 |
| 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 : All kinds of soil | 1,092 | Cu.m | 300.3 ₹3.3 L | 303.16 ₹3.3 L |
| 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. b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | 960 | Cu.m | 705.6 ₹6.8 L | 712.32 ₹6.8 L |
| 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 . | 300 | Cu.m | 257.25 ₹77,175 | 259.7 ₹77,910 |
| 1.05 | 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) In superstructure upto floor five level. | 17 | Cu.m | 8,955.45 ₹1.5 L | 9,040.74 ₹1.5 L |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 643 | Cu.m | 2,321.55 ₹14.9 L | 2,343.66 ₹15.1 L |
| 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 | 254 | Cu.m | 6,378.75 ₹16.2 L | 6,439.5 ₹16.4 L |
| 1.08 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 261 | Cu.m | 7,354.2 ₹19.2 L | 7,424.24 ₹19.4 L |
| 1.09 | Half brick masonry usign fly ash bricks in cement mortar 1:3 (1 cement : 3 coarse sand ) with bricks of class designation 40 kgs / cm2. Above plinth upto floor V level 200 x 95 x 95 | 30 | Sq.m | 926.1 ₹27,783 | 934.92 ₹28,047.60 |
Tender Value
₹3.5 Cr
EMD Value
₹7.1 L
Closing Date
4 May 2026, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan pato Panaji Goa
Beautification Illumination Parking and Basic Amenities for Shree Mahadev Temple Mallem Sancordem in Dharbandora Taluka
2026_GTDCL_28833_1
GTDC/PC/EE-(S)/2026-27/e-15
Open Tender
Civil Works
270 days
Paryatan Bhavan pato Panaji Goa
Please refer Tender documents.
9 documents required · 9 mandatory
₹15,000
₹7.1 L
1 Jun 2026
21 Apr 2026
5 May 2026
21 Apr 2026
4 May 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
CIVIL WORKS | - | - | - | - | |
Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | - | 100 Sq.m | - | - | |
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 : All kinds of soil | - | Cu.m | - | - | |
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. b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | - | Cu.m | - | - | |
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 . | - | Cu.m | - | - | |
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) In superstructure upto floor five level. | - | Cu.m | - | - | |
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | Cu.m | - | - | |
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 | - | Cu.m | - | - | |
Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | - | Cu.m | - | - | |
Half brick masonry usign fly ash bricks in cement mortar 1:3 (1 cement : 3 coarse sand ) with bricks of class designation 40 kgs / cm2. Above plinth upto floor V level 200 x 95 x 95 | - | Sq.m | - | - |
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