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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC | ₹1.0 Cr | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹1.0 Cr+₹61,866.49 (0.59%)Rejected-AOC | ₹1.0 Cr+₹61,866.49 (0.59%) | 2 | Rejected-AOC 2nd lowest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
15 Feb 2020, 4:00 pmClosed
Construction Engineer K L D C Ltd Thrissur
Construction Engineer K L D C Ltd Thrissur
Renovation of pond Deepening and Side Protection work.
2020_KLDC_341524_1
KLDC/ TSR/2019-20/5(1)
Open Tender
Civil Works - Others
Item Rate
545 days
Koppam Gramapanchayath
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,600
Yes
Construction Engineer K L D C Ltd Thrissur
₹50,000
Yes
19 Aug 2020
6 Feb 2020
19 Feb 2020
6 Feb 2020
15 Feb 2020
6 Feb 2020
Amount
APPENDIX A - Deepening and Side protection works: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
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
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
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
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
filling with quarry muck filling up low lying and water logged areas with local materials/quarry muck,spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade
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 40 mm nominal size)
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)
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)
Providing and laying in position specified grade of reinforced cement concrete, 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)
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.
Centering and shuttering including strutting etc. and removal of form work for: Foundations, footings, bases of columns, etc. for mass concrete..
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe
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