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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹26.2 L+₹2.1 L (8.54%)Rejected-AOC | L2 | Rejected-AOC BEING L2 | |
| 3 | L4₹26.7 L+₹2.5 L (10.2%)Rejected-AOC | L4 | Rejected-AOC BEING L3 | |
| 4 | L4₹27.5 L+₹3.3 L (13.8%)Rejected-AOC | L4 | Rejected-AOC BEING L4 |
Tender Value
Refer Docs
EMD Value
₹46,855
Closing Date
19 Mar 2021, 6:00 pmClosed
BALAKRISHNAN E P
Executive Engineer Minor Irrigation Division B1 Block Civil Station Malappuram 676505
Rehabilitation of LI Scheme Urgent rectification works to the Main canal of LI Scheme Kattuppara from ch 4 675m to 4 865m in Pulamanthole Panchayath Malappuram District.
2021_Irrig_420435_1
EEMI/ET/49/2020-21
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
270 days
Pulamanthole
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,785
Yes
₹46,855
Yes
27 May 2021
12 Mar 2021
23 Mar 2021
12 Mar 2021
19 Mar 2021
12 Mar 2021
Amount
Rectification of canal
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
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
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)
60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
60.7.9 : RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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.
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
T MEHABOOB RAHMAN
A.P. SUBAIR
ANSILMUHAMMEDHASSAN CHALAKANDI
Bidder Name
T MEHABOOB RAHMAN
A.P. SUBAIR
ABOOBACKER C P
ANSILMUHAMMEDHASSAN CHALAKANDI
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