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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC CHAMAVILA PUTHEN VEEDU ODANAVATTOM P O KUDAVATOOR | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.4 L+₹3.7 L (21.9%)Rejected-AOC KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L2 | Rejected-AOC L2 | |
| 3 | L3₹20.6 L+₹3.9 L (23.4%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹21.0 L+₹4.3 L (26.0%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | Rejected-Technical AITHARA KALEELAZHIKATHU VEEDU ODANAVATTOM PO | IDUKKI | KERALA | 685533 | - | Rejected-Technical Not upload SBD |
Tender Value
₹22.9 L
EMD Value
₹50,000
Closing Date
31 Mar 2023, 5:00 pmClosed
Executive Engineer
Minor Irrigation Division, Kollam
Rennovation of pond Budget work 2022 23 Rennovation of Kudavattoor chira at ward 7 in Veliyam panchayath
2023_Irrig_568850_1
IRR/IA/TR/3261/2022_5_5_4/1
Open Tender
Civil Works - Others
Item Rate
180 days
Kudavattoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
29 May 2023
23 Mar 2023
4 Apr 2023
23 Mar 2023
31 Mar 2023
23 Mar 2023
Amount
Detailed Estimate
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
60.2.2: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
OD27696/2022-2023:Engaging Man coolie for clearing all the vegetation in the pond as per direction of the Engineer in charge
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.
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
60.7.8: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
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
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)
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
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
16.69:Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
10.26.1: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.M.S. tube
OD31768/2022-2023:Name board of size 75*60C installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of departmental officers at site.
ASOKAN. V
POURNAMI CONSTRUCTIONS
S GOPAKUMAR
AJIN R
Bidder Name
POURNAMI CONSTRUCTIONS
ASOKAN. V
S GOPAKUMAR
AJIN R
CHAMAVILA CONSTRUCTIONS
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