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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Tenders Submitted | |
| 2 | L2₹1.2 L+₹1,648.29 (1.34%)Rejected-AOC | L2 | Rejected-AOC 2nd Lowest Tenders Submitted |
Tender Value
₹1.3 L
EMD Value
₹2,000
Closing Date
24 Sept 2021, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Kumarakom Grama Panchayath, Kumarakom, Kottayam.
Proj.No 278/2020-21 Side protection wall and concreting works to Gonginikkari- pulimoodu road in ward-1
2021_LSGD_413319_2
278/AE/LSGD/KGP/20-21
Open Tender
Civil Works - Roads
Item Rate
120 days
Kumarakom
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹2,000
Yes
14 Nov 2021
15 Sept 2021
29 Sept 2021
15 Sept 2021
24 Sept 2021
15 Sept 2021
Amount
Side protection and concreting works
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
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
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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.
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
CONTRACTOR
Bidder Name
CONTRACTOR
SREEJITH MATHEW
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