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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAdmitted-Finance 11 NO 366 2 ST ANN COLONY TIVIM BRADEZ GOA | L1 | Admitted-Finance | |
| 2 | L1₹15.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 3 | L1₹15.2 LAdmitted-Finance SADGURU SMARAN H NO 1502 50 MADEL HOUSING BOARD THIVIM BARDEZ GOA | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S. S.A. CONSTRUCTION L1 | omkar vaigankar L1 | rohidas vaigankar L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 : All kinds of soil | 184 | Cum | 220 ₹47,766.4 | 214.51 ₹46,574.41 Lowest | 214.54 ₹46,580.92 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 61 | Cum | 1,760 ₹1,26,684.8 | 1,658.29 ₹1,19,363.71 Lowest | 1,658.41 ₹1,19,372.35 |
| 3.00 | 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 : All works upto plinth level | 74 | Cum | 5,448 ₹4,75,719.36 | 5,149.92 ₹4,49,691.01 Lowest | 6,234.6 ₹5,44,405.27 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 238 | Sq.m | 321 ₹90,149.64 | 305.25 ₹85,726.41 Lowest | 305.25 ₹85,726.41 Lowest |
| 5.00 | Laterite boulder masonry in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size ) in foundation. | 163 | Cum | 3,400.07 ₹6,53,969.46 | 3,612.52 ₹6,94,832.1 | 3,120 ₹6,00,100.8 Lowest |
| 6.00 | Earthwork in embankment with approved earth (contractor's earth)/ moorum including spreading the earth in layers not exceeding 250mm in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by Engineer-in-charge. | 179 | Cum | 410 ₹86,600.2 | 397.5 ₹83,959.95 Lowest | 397.5 ₹83,959.95 Lowest |
| 7.00 | Laying and fixing with flush heavy duty non pressure NP3 class R.C.C. pipe with cement mortar in proportion 1:2 (1 cement : 2 fine sand) in joints including cost of jointing materials etc. complete.: 600 mm dia pipe | 10 | RM | 280.08 ₹3,304.94 | 266.28 ₹3,142.1 Lowest | 266.44 ₹3,143.99 |
| 8.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge : 75 mm dia | 204 | RM | 135 ₹32,497.2 Lowest | 138.76 ₹33,402.31 | 138.76 ₹33,402.31 |
Tender Value
₹19.0 L
EMD Value
₹37,920
Closing Date
23 Sept 2026, 5:00 pmClosed
EE I WRD Porvorim Goa
EE I WRD Porvorim Goa
Repairs and Maintenance of various pathways in fields at Donwada in V.P. Salvador-Do-Mundo, in Porvorim Constituency.
2026_WRD_31673_1
6-9/WDI/WRD/ASW/2026-27/e-18/2
Open Tender
Miscellaneous Works
Item Rate
60 days
EE I WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹37,920
8 Oct 2026
9 Sept 2026
24 Sept 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 184 | Cum | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 61 | Cum | - | - |
| 3 | 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 : All works upto plinth level | 74 | Cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 238 | Sq.m | - | - |
| 5 | Laterite boulder masonry in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size ) in foundation. | 163 | Cum | - | - |
| 6 | Earthwork in embankment with approved earth (contractor's earth)/ moorum including spreading the earth in layers not exceeding 250mm in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by Engineer-in-charge. | 179 | Cum | - | - |
| 7 | Laying and fixing with flush heavy duty non pressure NP3 class R.C.C. pipe with cement mortar in proportion 1:2 (1 cement : 2 fine sand) in joints including cost of jointing materials etc. complete.: 600 mm dia pipe | 10 | RM | - | - |
| 8 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge : 75 mm dia | 204 | RM | - | - |
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