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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.7 LAccepted-AOC | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L3₹69.0 L+₹30,670 (0.45%)Rejected-AOC CHENGALA AYSHA MANZIL BERKA CHERKALA PIN 671541 | KASARAGOD | KERALA | 671541 | L3 | Rejected-AOC L2 BIDDER | |
| 3 | L5₹75.1 L+₹6.4 L (9.33%)Rejected-AOC | L5 | Rejected-AOC L5 BIDDER | |
| 4 | Rejected-Technical | - | Rejected-Technical Not submitted the valid registration card ,hence rejected |
Tender Value
₹79.2 L
EMD Value
₹50,000
Closing Date
8 Nov 2022, 6:00 pmClosed
ExecutiveEngineer, Irrigation Division, Kozhikode
Office of theExecutive Engineer, Irrigation Division,Civil Station, Kozhikode- 673020
Rectification of EK Canal Side protection work between Karaparamba Roadbridge and Mudapattupalam Jeepable bridge in Kozhikode Corporation
2022_Irrig_522805_1
EEIK/ET-10/2022-23
Open Tender
Civil Works - Others
Item Rate
365 days
Kozhikode corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
27 Dec 2022
31 Oct 2022
14 Nov 2022
31 Oct 2022
8 Nov 2022
31 Oct 2022
Amount
SIDE WALL RECONSTRUCTION
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.
15.9.1: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 Lime Mortar
2.18.3:Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete ( Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m
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
60.2.2: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
60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
OD21332/2022-2023:Coconut pile-Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing ,staging platform and all other appliances necessary for pile driving down after pointing the bottom end having hydraulic excavator accesibility through land.
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
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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)
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
MUBEEN M A
Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188
MUHAMMED NAUJAN MALIYAKKAL
Bidder Name
Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188
L&A INFRAZ DEVELOPERS LLP
MUHAMMED NAUJAN MALIYAKKAL
MUBEEN M A
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