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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.7 LAdmitted-Finance MALBHAT HEIGHT NO 18 1ST FLOOR PAJIFOND NEAR SBI BANK MARGAO GOA 403601 | MARGAO | SOUTH GOA | GOA | 403601 | ₹64.7 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s RCD Infrastructures L1 |
|---|---|---|---|---|
| 1.00 | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 mt. in ordinary soil | 112 | Sq. mt. | 26 ₹2,912 Lowest |
| 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:(a)All kinds of soil | 72.3 | cu.m | 286 ₹20,677.8 Lowest |
| 3.00 | 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. | 22.05 | cu.m | 245 ₹5,402.25 Lowest |
| 4.00 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete | 53.9 | cu.m | 2,400 ₹1,29,360 Lowest |
| 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. | 38.7 | cu.m | 5,186 ₹2,00,698.2 Lowest |
| 6.00 | 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 | 22.75 | cu.m | 6,635 ₹1,50,946.25 Lowest |
| 7.00 | 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) a)All works upto plinth level | 24.75 | cu.m | 7,950 ₹1,96,762.5 Lowest |
| 8.00 | 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) b)In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | 10.35 | cu.m | 8,950 ₹92,632.5 Lowest |
| 9.00 | Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns | 75 | sq.m | 407 ₹30,525 Lowest |
| 10.00 | Centering & shuttering including Strutting, Propping & removal of forms for : iii)Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) | 140.8 | sq.m | 598 ₹84,198.4 Lowest |
Tender Value
₹63.5 L
EMD Value
₹1.3 L
Closing Date
3 Aug 2026, 5:00 pmClosed
Member Secretary
GSUDA
Development of existing crematorium and Common Burial ground at Condy,Quepem Goa
2026_GSUDA_30786_1
43/3/GSUDA/ETENDER/16/622
Open Tender
Civil Works
Item Rate
Quepem
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹1.3 L
28 Aug 2026
31 Jul 2026
4 Aug 2026
31 Jul 2026
3 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 mt. in ordinary soil | - | Sq. mt. | 26 | - |
| 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:(a)All kinds of soil | 1 | cu.m | 286 | ₹285.71 |
| 3 | 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. | - | cu.m | 245 | - |
| 4 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete | 1 | cu.m | 2,211 | ₹2,208.79 |
| 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 | 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 | - |
| 7 | 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) a)All works upto plinth level | - | cu.m | 7,178 | - |
| 8 | 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) b)In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | 1 | cu.m | 8,034 | ₹8,025.97 |
| 9 | Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns | - | sq.m | 407 | - |
| 10 | Centering & shuttering including Strutting, Propping & removal of forms for : iii)Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) | - | sq.m | 598 | - |
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