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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹59.4 L+₹2.5 L (4.13%)Accepted-AOC | L2 | Accepted-AOC L1 is suffering from acute heart diseases and financial crisis. L2 agreed to execute the work as quoted by L1. | |
| 2 | L1₹59.4 LRejected-AOC | L1 | Rejected-AOC L1 is suffering from acute heart diseases and financial crisis. L2 agreed to execute the work as quoted by L1. | |
| 3 | L3₹61.9 L+₹2.5 L (4.25%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹62.1 L+₹2.7 L (4.60%)Rejected-Finance PATTASSERY HOUSE VENGARA VALIYORA P O MALAPPURAM DT 676304 MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 676304 | L4 | Rejected-Finance L4 | |
| 5 | L5₹63.2 L+₹3.8 L (6.38%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
1 Jun 2022, 6:45 pmClosed
The Executive Engineer, MI Division, Palakkad
Engineer, MI Division, Palakkad
Construction of check dam across Siruvani river at Bhoothivazhy in Agali grama panchayath in Attappadi in Palakkad district.
2022_Irrig_492022_1
13/ET/EE/MI/PKD/2022-2023
Open Tender
Civil Works - Others
Item Rate
540 days
Bhoothivazhy
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,800
Yes
₹50,000
Yes
31 Aug 2022
25 May 2022
8 Jun 2022
25 May 2022
1 Jun 2022
25 May 2022
25 May 2022 - 27 May 2022
Amount
Detailed Estimate
60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
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
2.6.1 : 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
2.7.3 : 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 (blasting prohibited
60.5.2 : DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
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)
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)
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
5.22.6 : 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
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
60.63.1 : FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2 : FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
P ABDULLA
soman k
Anees P
HAMZA K K
E.K.Abdulsalam
AVANCE ENGINEERING AND INFRASTURCTURES PRIVATE LIMITED
T S SARASAN
O P Paily
Bidder Name
O P Paily
E.K.Abdulsalam
AVANCE ENGINEERING AND INFRASTURCTURES PRIVATE LIMITED
soman k
T S SARASAN
YOUSAF P
HAMZA K K
Anees P
P ABDULLA
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