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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.1 LAdmitted-Finance 341 VITHALAPUR SANQUELIM GOA | ₹43.1 L | L1 | Admitted-Finance |
| 2 | L2₹44.8 L+₹1.7 L (3.92%)Admitted-Finance | ₹44.8 L+₹1.7 L (3.92%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sirajuddin Beig L2 | M & M CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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 kinds of soil | 35 | Cu.m | 350 ₹12,250 Lowest | 360 ₹12,600 |
| 2.00 | 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 : b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | 45 | Cu.m | 750 ₹33,750 Lowest | 810 ₹36,450 |
| 3.00 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. b)Moorum | 25 | Cu.m | 750 ₹18,750 Lowest | 810 ₹20,250 |
| 4.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 6.92 | Cu.m | 2,250 ₹15,570 Lowest | 2,500 ₹17,300 |
| 5.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 5.78 | Cu.m | 5,200 ₹30,056 Lowest | 6,200 ₹35,836 |
| 6.00 | 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 | 17.35 | Cu.m | 6,200 ₹1,07,570 Lowest | 6,500 ₹1,12,775 |
| 7.00 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 15 | Cu.m | 1,000 ₹15,000 Lowest | 1,000 ₹15,000 Lowest |
| 8.00 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a)All works upto plinth level | 24 | Cu.m | 6,700 ₹1,60,800 Lowest | 7,500 ₹1,80,000 |
| 9.00 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level | 5 | Cu.m | 8,200 ₹41,000 Lowest | 9,200 ₹46,000 |
| 10.00 | Reinforced cement concrete work 1:1½:3 (1 cement: 1½ coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering, shuttering & reinforcement, in sloping or battering surface (slabs, beams, louvers, etc) iv) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | 60 | Sq.m | 450 ₹27,000 Lowest | 450 ₹27,000 Lowest |
Tender Value
₹41.0 L
EMD Value
₹82,096
Closing Date
21 Aug 2026, 5:00 pmClosed
Member Scretary
GSUDA
Repair, Renovation and additional works of Sub-center Kumdaim at PHC Marcaim under XVth FC health grants.
2026_GSUDA_30990_1
43/3/GSUDA/Tender/21/781
Open Tender
Civil Works - Buildings
Works
Kundaim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹82,096
Yes
28 Aug 2026
11 Aug 2026
24 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 kinds of soil | - | Cu.m | 291 | - |
| 2 | 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 : b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | - | Cu.m | 639 | - |
| 3 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. b)Moorum | - | Cu.m | 662 | - |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | Cu.m | 2,211 | - |
| 5 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | - | Cu.m | 5,186 | - |
| 6 | 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 | 6,075 | - |
| 7 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | - | Cu.m | 929 | - |
| 8 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a)All works upto plinth level | - | Cu.m | 6,635 | - |
| 9 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level | - | Cu.m | 8,109 | - |
| 10 | Reinforced cement concrete work 1:1½:3 (1 cement: 1½ coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering, shuttering & reinforcement, in sloping or battering surface (slabs, beams, louvers, etc) iv) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | - | Sq.m | 412 | - |
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