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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹64.6 L+₹6.2 L (10.6%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹65.7 L+₹7.4 L (12.6%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹66.8 L+₹8.4 L (14.4%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹67.2 L+₹8.8 L (15.1%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
1 Jun 2022, 6:00 pmClosed
The Executive Engineer, MI Division, Palakkad
The Executive Engineer, MI Division, Palakkad
Construction of retaining wall near the sides of Industrial estate Kanjikode in Korayar river in Pudussery Panchayath in Palakkad District
2022_Irrig_491990_1
09/ET/EE/MI/PKD/2022-2023
Open Tender
Civil Works - Others
Item Rate
365 days
Kanjikode
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,800
Yes
₹50,000
Yes
6 Aug 2022
25 May 2022
8 Jun 2022
25 May 2022
1 Jun 2022
25 May 2022
25 May 2022 - 27 May 2022
Amount
Near AMCO PAINTS
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)
60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
2.7.2 : 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.Hard rock (requiring blasting)
60.5.1 : DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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
4.3.2 : 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.
2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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
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.
60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
BIJU. K
C J JOY
K K CONSTRUCTIONS
P.A SATHAR
O P Paily
E.K.Abdulsalam
YES YEM CONSTRUCTION
MOHAMMED MUSTHAFA V
Anees P
Sasikumar N
JAMES P J
DHIDHEESH U
SINOY P K
Bidder Name
O P Paily
E.K.Abdulsalam
MOHAMMED MUSTHAFA V
JAMES P J
BIJU. K
manoj.k
P.A SATHAR
C J JOY
Sasikumar N
YES YEM CONSTRUCTION
SINOY P K
K K CONSTRUCTIONS
Anees P
DHIDHEESH U
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