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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC | L1 | Accepted-AOC EMD released | |
| 2 | L2₹11.8 L+₹58,545.66 (5.21%)Accepted-AOC | L2 | Accepted-AOC EMD released | |
| 3 | L3₹12.2 L+₹94,042.50 (8.37%)Accepted-AOC | L3 | Accepted-AOC EMD released | |
| 4 | L4₹12.7 L+₹1.5 L (13.2%)Accepted-AOC PALLITHARA VEEDU VALICODE OSM | KERALA | L4 | Accepted-AOC EMD released |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
29 Dec 2023, 5:00 pmClosed
Assistant Executive Engineer
MI Sub division, Neyyattinkara
Strengthening of Check Dam at Kattara(Azhakam) in Chittar thodu in Uzhamalakkal Pt.
2023_Irrig_630125_3
IRR/IA/TR/2343/2023_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Uzhamalakkal
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹31,763
Yes
7 Feb 2024
23 Dec 2023
1 Jan 2024
23 Dec 2023
29 Dec 2023
23 Dec 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
OD1418/2023-2024:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site
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
60.7.3: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.
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
60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
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)
4.1.3: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)
5.1.2: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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete
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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
S.R.SATHYASEELAN
KRISHNAN KUTTY S
H.CHANDRAN
Bidder Name
S.R.SATHYASEELAN
H.CHANDRAN
KRISHNAN KUTTY S
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