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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹6,733.53 (1.53%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹5 L
EMD Value
₹12,500
Closing Date
18 Feb 2020, 4:00 pmClosed
Assistant Executive Engineer,pattambi
Office of the Lsgd Sub division,Pattambi block panchayath
Side protection
2020_LSGD_341450_7
01/AEE/LSGD/2019-2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Lsgd Subdivision pattambi
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Yes
online
₹12,500
Yes
16 Apr 2020
10 Feb 2020
22 Feb 2020
10 Feb 2020
18 Feb 2020
10 Feb 2020
Amount
Side protection
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
MUHAMMED ABDUL SHUKKUR
Bidder Name
VISHNUJITH.M
MUHAMMED ABDUL SHUKKUR
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finance_477587.pdf
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