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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.1 LAccepted-AOC | ₹44.1 L | L1 | Accepted-AOC Lowest Quoted |
| 2 | L2₹44.2 L+₹2,880.68 (0.07%)Rejected-AOC | ₹44.2 L+₹2,880.68 (0.07%) | L2 | Rejected-AOC Second lowest quoted |
| 3 | L3₹45.7 L+₹1.6 L (3.55%)Rejected-Finance | ₹45.7 L+₹1.6 L (3.55%) | L3 | Rejected-Finance HIGHER RATE |
Tender Value
₹44.1 L
EMD Value
₹50,000
Closing Date
21 Dec 2020, 5:00 pmClosed
EXECUTIVE ENGINEER(AGRI) ALAPPUZHA
O/O EXECUTIVE ENGINEER(AGRI) KALARCODE ALAPPUZHA 688003
Retender RIDF XXV Reviving Rice Farming in Fallow Lands of Chengannur LACAugmenting Irrigation and Drainage Facility Side Protection of Ponds in Komankulangara Padasekharam in Venmony Grama Panchayath
2020_AGRI_380410_2
EE (2) 678/2020
Open Tender
Civil Works - Others
Item Rate
360 days
VENMONY
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
Yes
₹50,000
Yes
29 Jan 2021
3 Dec 2020
23 Dec 2020
3 Dec 2020
21 Dec 2020
3 Dec 2020
Amount
MASONRY RETAINING WALL
2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.2.5 : BAILING OUT WATER USING PUMP ABOVE 20HP AND UP TO 30HP -Bailing out water with engine and pump set above 25HP and up to 30HP, including conveyance to site and errection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.2.7 : BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible
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
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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
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)
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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)
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)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
P. GEORGE SAIBU
HARISH CHANDRAN
Bidder Name
P. GEORGE SAIBU
HARISH CHANDRAN
KG WILSON
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