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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.7 LAccepted-Finance | ₹28.7 L | L1 | Accepted-Finance As per L1 basis |
| 2 | L2₹28.7 LRejected-Finance | ₹28.7 L | L2 | Rejected-Finance As per L1 basis |
| Sl No | Description | Qty | Unit | Shri Sateri Construction | Bjorn Socrates Dias |
|---|---|---|---|---|---|
| 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 :
a) All kind of soil | 607.5 | Cu.M | 1,85,287.5 ₹2.2 L | 1,85,287.5 ₹2.2 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 24.3 | Cu.M | 55,890 ₹65,950.20 | 55,950.75 ₹66,021.89 |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formworks for:
a) Foundation, footings, bases for coulmns and mass concrete | 91.85 | Sq.M | 41,332.5 ₹48,772.35 | 41,332.5 ₹48,772.35 |
| 4.00 | 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
a) All works upto Plinth level | 97.15 | Cu.M | 6,99,480 ₹8.3 L | 6,99,480 ₹8.3 L |
| 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. | 251 | Cu.M | 13,36,826 ₹15.8 L | 13,36,826 ₹15.8 L |
| 6.00 | 12 mm cement plaster 1:4 (1 cement : 4 fine Sand) | 199.8 | Sq.M | 59,940 ₹70,729.20 | 59,940 ₹70,729.20 |
| 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 earth as directed by Engineer in Charge. | 170.1 | Cu.M | 51,030 ₹60,215.40 | 51,370.2 ₹60,616.84 |
Tender Value
₹27.3 L
EMD Value
₹54,619
Closing Date
10 Mar 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Improvement to the irrigation tali near Madhalawada bridge in Survey No. 203/1 at Sal village of Bicholim Taluka. (Re-tender)
2026_WRD_27987_1
WRD/WDVI/PB/F.30/TN e 48/2025-26/990 line 2 Dated 27/02/2026
Open Tender
Civil Works - Water Works
90 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹54,619
13 Apr 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
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 kind of soil
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formworks for: a) Foundation, footings, bases for coulmns and mass concrete
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 a) All works upto Plinth level
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
12 mm cement plaster 1:4 (1 cement : 4 fine Sand)
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.
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