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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAdmitted-Finance H NO 2128 BH SATOSKAR BUILDING DESSAI NAGAR SANQUELIM BICHOLIM GOA | NORTH GOA | GOA | 403001 | L1 | Admitted-Finance | |
| 2 | L2₹36.0 L+₹0.01 (<0.01%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹43.0 L+₹7.0 L (19.5%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SAMARTH CONSTRUCTIONS L1 | Mahabaleshwar M. Naik and co L2 | melissa construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed including providing barricading, danger lighting guarding as directed in:
a) All kinds of soil | 651 | cum | 228.8 ₹1,48,948.8 Lowest | 228.8 ₹1,48,948.8 Lowest | 270 ₹1,75,770 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 44.4 | cum | 1,768.57 ₹78,524.51 Lowest | 1,768.88 ₹78,538.27 | 2,150 ₹95,460 |
| 3.00 | Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in:
a) All works upto plinth level | 161 | cum | 5,448.03 ₹8,77,132.83 | 5,447.96 ₹8,77,121.56 Lowest | 6,200 ₹9,98,200 |
| 4.00 | Centering & Shuttering including strutting, propping & removal of formS for :
a) Foundations, Footings, bases for columns and mass concrete | 960 | Sqm | 325.6 ₹3,12,576 Lowest | 325.6 ₹3,12,576 Lowest | 450 ₹4,32,000 |
| 5.00 | Providing & Laying plum concrete in cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded or basaltic stone aggrt. 40mm nominal size) with plumS not exceeding 15% of the volume of the finished concrete of size ranging from 150 to 300mm (but the maximum dimention not exceeding 1/3 (one third) the least dimention of member under consideration excluding the cost of centering, shuttering.
b) Laterite stone plum in:
1) Foundation and plinth | 429.2 | cum | 4,738.4 ₹20,33,721.28 Lowest | 4,738.57 ₹20,33,794.24 | 5,600 ₹24,03,520 |
| 6.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer incharge.
a) 110mm dia | 379 | RM | 290.4 ₹1,10,061.6 | 290.24 ₹1,10,000.96 Lowest | 400 ₹1,51,600 |
| 7.00 | 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 erath as directed by the departmental officer. | 185.1 | cum | 196.03 ₹36,285.15 | 195.95 ₹36,270.35 Lowest | 220 ₹40,722 |
Tender Value
₹53.1 L
EMD Value
₹1.1 L
Closing Date
25 Nov 2025, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Improvement to nallah bank from downstream side of Vehicular Bridge to end of Sy.No. 79/1 at Village Massordem VMC Valpoi in Sattari Taluka.
2025_WRD_26287_1
WRD/WDVI/PB/F.30/TN e 35/2025-26/698 line 1 Dated 12/11
Open Tender
Civil Works - Water Works
Item Rate
90 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
₹1.1 L
31 Dec 2025
14 Nov 2025
26 Nov 2025
14 Nov 2025
25 Nov 2025
14 Nov 2025
Amount
Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed including providing barricading, danger lighting guarding as directed in: a) All kinds of soil
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level
Centering & Shuttering including strutting, propping & removal of formS for : a) Foundations, Footings, bases for columns and mass concrete
Providing & Laying plum concrete in cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded or basaltic stone aggrt. 40mm nominal size) with plumS not exceeding 15% of the volume of the finished concrete of size ranging from 150 to 300mm (but the maximum dimention not exceeding 1/3 (one third) the least dimention of member under consideration excluding the cost of centering, shuttering. b) Laterite stone plum in: 1) Foundation and plinth
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer incharge. a) 110mm dia
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 erath as directed by the departmental officer.
Mahabaleshwar M. Naik and co (BID ID -56994)
melissa construction (BID ID -56917)
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