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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC GOA | NORTH GOA | GOA | 403203 | L1 | Accepted-AOC As per L1 | |
| 2 | L2₹15.0 L+₹43,336 (2.98%)Rejected-Finance H NO 4 4 1940 DESAI NAGAR SANKHALIM GOA | NORTH GOA | GOA | 403001 | L2 | Rejected-Finance based on L1 basis | |
| 3 | L3₹17.0 L+₹2.5 L (17.1%)Rejected-Finance H NO 2128 BH SATOSKAR BUILDING DESSAI NAGAR SANQUELIM BICHOLIM GOA | NORTH GOA | GOA | 403001 | L3 | Rejected-Finance based on L1 basis | |
| 4 | L4₹17.9 L+₹3.3 L (22.8%)Rejected-Finance | L4 | Rejected-Finance based on L1 basis |
Tender Value
₹18.2 L
EMD Value
₹36,359
Closing Date
7 Oct 2022, 5:30 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER WORKS DIVISION VI
OFFICE OF THE EXECUTIVE ENGINEER WORKS DIVISION VI, WATER RESOURCES DEPARTMENT SARVAN, BICHOLIM
Strengthening of existing flood protection wall on Right hand side bank of river Valvanta at Bhagwada Morlem in Sattari Taluka
2022_WRD_5230_1
No.WRD/WDVI/Accts/F.17/ TN-e-18/2022-23/572 Line4
Open Tender
Civil Works - Water Works
Item Rate
30 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹36,359
12 Feb 2025
23 Sept 2022
10 Oct 2022
23 Sept 2022
7 Oct 2022
23 Sept 2022
Amount
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation 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 up to 50m and lift upto 1.5 m 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 stones under floors including watering ramming and consolidating etc. in pipeline trenches and other foundation complete.
Centering and shuttering including strutting propping etc. and removal of formwork for a) Foundation.footings ,bases of columns and mass concrete etc.
Providing and laying plum concrete 1:2:4 (1cement :2 course sand:4 graded or basaltic stone aggregate 40 mm nominal size ) with plums not exceeding 15% of the volume of the finished concrete of size ranging from 150 to 300 mm ( but the maximum dimention not exceeding 1/3 (one third ) the least dimention of member under consideration excluding the cost of centering and shuttering. b) Lateritic stone plum in : foundation and plinth
Providing and fixing weepholes with rigid PVC pipe of approved make laid in position with a required slope and level towards drainage face while laying pipes in the concrete of retaining wall, wing wall and earth retainig structure complete as directed by the Engineer in charge b)75mm Dia
Refilling the pipeline/fondation trenches plinth sides foundation etc.with available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50m and all lift and disposal of surplus earth as directed by the engineer incharge.
TANAJIRAO BACHARAM DESAI
M/S SAMARTH CONSTRUCTIONS
abdul khadar
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