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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC ACHANAMBALAM KANNAMANGALAM PO 676304 | MALAPPURAM | KERALA | 676304 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹18.3 L+₹92,414 (5.31%)Rejected-AOC | L2 | Rejected-AOC BEING L2 | |
| 3 | L3₹18.3 L+₹92,962 (5.34%)Rejected-AOC | L3 | Rejected-AOC BEING L3 | |
| 4 | L4₹19.0 L+₹1.6 L (8.99%)Rejected-Finance BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | L4 | Rejected-Finance BEING L4 | |
| 5 | L5₹19.7 L+₹2.3 L (13.3%)Rejected-Finance | L5 | Rejected-Finance BEING L5 |
Tender Value
₹22.1 L
EMD Value
₹33,175
Closing Date
18 May 2021, 6:00 pmClosed
BALAKRISHNAN E P
Executive Engineer Minor Irrigation Division B1 Block Civil Station Malappuram 676505
Deposit Work Renovation of Thekkepadam Canal Reconstruction of LB canal from Ch 600m of Thekkepadam LIS in Moonniyur Panchayath
2021_Irrig_423082_1
EEMI/ET/06/2021-22
Open Tender
Civil Works - Others
Item Rate
180 days
MOONNIYUR
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,785
Yes
₹33,175
Yes
3 Sept 2021
11 May 2021
21 May 2021
11 May 2021
18 May 2021
11 May 2021
Amount
DETAILED ESTIMATE
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
60.7.2 : 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.
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.
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)
5.22.3 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelCold twisted bars
60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
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
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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)
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.
60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
MUHAMMED SIDDEQUE KALATHIL
SAINUDHEEN CH
Mohamed Fazal
kp haris
UMER KOYA U
P K Hameed
Bidder Name
P K Hameed
Mohamed Fazal
UMER KOYA U
SAINUDHEEN CH
P. KOYAKUTTY
MUHAMMED SIDDEQUE KALATHIL
kp haris
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