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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 CrAccepted-AOC | ₹14.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹16.7 CrRejected-AOC | ₹16.7 Cr | L2 | Rejected-AOC L2 |
Tender Value
₹13.6 Cr
EMD Value
₹5 L
Closing Date
29 Jul 2024, 5:00 pmClosed
Sunil Raj D
O/o The Superintending Engineer, Irrigation South Circle, Opp. Lourde Church , Pattom Palace P.O., P.M.G.,Tvpm
GENERAL Desilting and Side Stabilization work Deepening formation of bund and stabilization using Geotextile and granite stone in Pamba river from Melpadom to DS of Veeyapuram bridge in Veeyapuram panchayath in Kuttanad LAC General Civil Work
2024_Irrig_678596_1
IRR/IA/TR/7907/2022_5_1_1/1
Open Tender
Civil Works - Water Works
270 days
Veeyapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹19,518
Yes
₹5 L
Yes
O/o the S E, Irrigation South Circle Tvpm
6 Dec 2024
1 Jul 2024
31 Jul 2024
1 Jul 2024
29 Jul 2024
8 Jul 2024
1 Jul 2024 - 29 Jul 2024
8 Jul 2024
Amount
Deepening and bund formation
OD38527/2023-2024:Removing water weeds such as hyacinth,grass etc by rooting out small trees and all other debris using ambhibius excavator where ever necessary including conveying the debris from the site and disposing the same by conveying debris to contractors own place of choice with all charges of loading, unloading, transportation etc complete and disposing the same suitably without causing any harm to the environment etc complete as per the direction of deptl. officers at site.Out turn of the machine is taken as 10000.00 sqm and OD is based on approved data item number 13.3.
OD28543/2022-2023:Earth work in excavation for removal of silt by mechanical means using sophisticated equipment like amphibious excavator or any equivalent mechanical equipment with necessary accessories like transport barges, mechanized boats etc as appropriate and as directed for desilting rivers, to the desired depth to ensure free flow in the river including getting out and formation of bund using the desilted material with proper compaction including necessary lead as directed by Engineer-in-charge. The rate shall include disposal of excavated earth/clay temporary storage of all materials on the banks or other suitable locations by means of loaders/tippers/mechanized boats etc as appropriate as directed, all the charges for labour, equipments, conveyance of materials, incidentals complete as per the directions of the Engineer in Charge.
Protection By using Pile and Slab
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
OD5418/2024-2025:Providing and conveying Pre-cast reinforced cement concrete piles of specified size in M-30 cement concrete to carry safe working load not less than specified, including centering, shuttering, etc. complete but excluding the cost of steel reinforcement.(Length of pile for payment shall be measured from top of the shoe to the bottom of the pile cap).
OD5522/2024-2025:Providing and conveying Pre-cast reinforced cement concrete piles of specified size in M-30 cement concrete to carry safe working load not less than specified, including centering, shuttering, etc. complete but excluding the cost of steel reinforcement.(Length of pile for payment shall be measured from top of the shoe to the bottom of the pile cap).
OD5419/2024-2025:Supplying and fixing CI pile shoe, MS clamp and bolts for fixing precast concrete piles including all cost of materials and labour charges etc complete. Shoe size 350 mm x 500 mm. Based on approved data number 206 new 22.
OD5422/2024-2025:Driving and installing Pre-cast reinforced cement concrete piles of any size and length in M-30 cement concrete , etc. complete ( Based on DSR 60.5.1 )
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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)
OD5424/2024-2025:Providing and laying in position machine batched and machine mixed design mix M30 grade cement concrete work,using cement content as per approved design mix,including pumping of concrete to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement,including admixtures in recommended proportions as per IS:9103 to accelerate,retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer in charge.Note: cement content considered in this item is 340kg/m3.Excess or less cement used as per design mix payable or recoverable seperately .All work upto plinth level
OD5425/2024-2025:Protecting the filled earth from seepage through the joints of precast slab using Geo fabric filter GWF -26- 130 as per the direction from the departmental officers at site including all cost of material , labour , conveyance and all other incidentals charges involved etc complete.
Construction of Retaining Wall on either side of Bathing Ghats
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
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
OD42415/2023-2024:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels as per approved design including all leads and lifts etc. complete as per the direction of the 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
5.22.6: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
Construction of Bathing Ghat
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
60.7.1: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
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
Survey and Demarcation
60.11.5:Providing BOUNDARY STONE .- 30*30*75 cm of hard stone 15cm chiseled dressed on all four sides including top including earthwork excavation and levelling course.
OD42432/2023-2024:Hiring a 4 seated fibre boat with outboard engine as and when directed by the Engineer- in-charge for inspection
TBAS CONSTRUCTIONS
Bidder Name
N.V.RAJU
TBAS CONSTRUCTIONS
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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