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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.0 L+₹50,666.33 (4.85%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹15 L
EMD Value
₹37,500
Closing Date
2 Jun 2020, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, Kululkkallur GP
Kulukkallur GP 2020_21 Kulukkallur railway statio., Munnunni roads Improvement Ward 12 . Proj NO.110.20_21
2020_LSGD_358281_6
1/AELSGD/KLKLR/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Kulukkallur GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
Yes
online
₹37,500
Yes
5 Aug 2020
23 May 2020
4 Jun 2020
23 May 2020
2 Jun 2020
23 May 2020
Amount
Side Protection
2.6.1 : Earth work 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 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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
19.6.4 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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
Raveendran M
ABDUL GAFOOR P
unnikrishnan-m
Bidder Name
unnikrishnan-m
Raveendran M
ABDUL GAFOOR P
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_505336.pdf
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