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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹13.2 L+₹163.20 (0.01%)Accepted-Finance | L3 | Accepted-Finance As per higher Authorities | |
| 2 | L1₹13.2 LRejected-Finance | L1 | Rejected-Finance As per higher Authorities | |
| 3 | L2₹13.2 L+₹21.50 (<0.01%)Rejected-Finance GOKULWADI SANQUELIM GOA | NORTH GOA | GOA | 403001 | L2 | Rejected-Finance As per higher Authorities | |
| 4 | L4₹14.5 L+₹1.3 L (9.82%)Rejected-Finance H NO 1744 GOKULWADI SANQUELIM GOA | NORTH GOA | GOA | 403001 | L4 | Rejected-Finance As per higher Authorities |
Tender Value
₹19.5 L
EMD Value
₹38,903
Closing Date
29 Jan 2024, 6:00 pmClosed
EE VI WRD Bicholim
EE VI WRD Bicholim
Construction of protection wall on both side of Nallah bank in Sy.No. 73/11 and 74/6 of Qurerim village of Sattari Taluka
2024_WRD_13597_1
No.WRD/WDVI/Accts/F.17/TN-e- 41/2023-24/878 line 3
Open Tender
Civil Works - Water Works
Item Rate
60 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹38,903
12 Feb 2025
16 Jan 2024
30 Jan 2024
16 Jan 2024
29 Jan 2024
16 Jan 2024
Amount
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
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. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level
Centering & shuttering including Strutting, Propping etc & removal of formwork for : a)Foundations, Footings, Bases for columns & Mass concrete
Laterite boulder massonry in cement concret 1:3:6( Cement : 3 Course Sand : 6 Graded stone aggregate of 20mm Nominal size ) in Foundation.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level whilelayingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge b)75 mm 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 earth as directed by Engineer in Charge.
MAQBOOL H GAJIPUR
DNYANESHWAR S. PARAB
Khaja Husen Abdul Raudar
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