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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.6 LAccepted-Finance | L1 | Accepted-Finance Based on L1 basis | |
| 2 | L2₹31.8 L+₹1.3 L (4.17%)Rejected-Finance | L2 | Rejected-Finance Based on L1 basis |
Tender Value
₹45.1 L
EMD Value
₹90,188
Closing Date
3 May 2023, 5:30 pmClosed
EE VI Bicholim
EE VI Bicholim
Improvement to nallah and construction of protection wall to the nallah from the house of Rama Pandurang Gawas to Arjun Narayan Gawas house at Ravan in Survey No. 63/1 of village Ravan in V.P. Keri of Sattari Taluka.
2023_WRD_8346_1
No.WRD/WDVI/Accts/F.17/TN-e- 03/2023-24/45 line 3
Open Tender
Civil Works - Water Works
Item Rate
90 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹90,188
13 Jun 2023
20 Apr 2023
4 May 2023
20 Apr 2023
3 May 2023
20 Apr 2023
Amount
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 kinds 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 formwork for : a)Foundations, footings, bases for columns 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
Centering and shuttering including struttings, propping etc. and removal of formwork for : b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
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: b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
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 A) 110 mm dia
Providing construction joints with 20 mm thick thermocol sheets at specific required interval in retaining wall.
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.
Kamakshi Infrastructure Construction
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