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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | L1 | Accepted-AOC lowest bid 1 | |
| 2 | L2₹6.4 L+₹13,783.57 (2.21%)Rejected-AOC CHANNAPARA KADAKKAL KOLLAM | KOLLAM | KERALA | 689694 | L2 | Rejected-AOC second lowest | |
| 3 | L3₹6.4 L+₹20,374.71 (3.26%)Rejected-Finance SABDHI CHARIPARAMBU | L3 | Rejected-Finance L3.Lowest two bids admitted for further actions. | |
| 4 | L4₹6.6 L+₹35,508.08 (5.69%)Rejected-Finance PALAJI CHADAYAMANGALAM | PALAKKAD | KERALA | 678001 | L4 | Rejected-Finance L4.Two bids admitted for further evaluation. | |
| 5 | L5₹6.6 L+₹35,546.49 (5.69%)Rejected-Finance 0402 SUB TREASURYKOTTARAKARA | L5 | Rejected-Finance L5.Lowest two bids admitted for further actions. |
Tender Value
₹6.6 L
EMD Value
₹10,000
Closing Date
14 Sept 2021, 5:00 pmClosed
District Soil Conservation Officer.Kollam
District Soil Conservation Office. Ravi Chambers. Beach road .Kollam.691001.Ph.0474 2768816
Stabilization structure,Diversion Chanel, Concrete belt and steps
2021_DPK_437606_1
G1177/20
Open Tender
Civil Works - Others
Item Rate
120 days
Chithara Grama Panchayath-Karara ward
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,400
Yes
₹10,000
Yes
22 Oct 2021
6 Sept 2021
16 Sept 2021
6 Sept 2021
14 Sept 2021
6 Sept 2021
Amount
Stabilization Strucutre 2 m Ht
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
od3294/2020_2021 2.6.1 &2.26.1 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 3 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.8.1 &2.26.1 od3296/2020_2021 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas ( not exceeding 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 3 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
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement cocrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6 (1 cement: 6 coarse sand)
Diversion Channel
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (not exceeding 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms,lift upto 1.5 m,including getting out the excavated soil and surplus excavated soil as directed,within a lead of 50 m .All kinds of soil
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 mm nominal size)
4.3.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations,footings,bases for columns
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) No Item heading
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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) No Item heading
Concrete Belt
5.9.5 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
Stabilization Strucutre 1 m Ht
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
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (not exceeding 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms,lift upto 1.5 m,including getting out the excavated soil and surplus excavated soil as directed,within a lead of 50 m .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
5.9.5 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers
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) No Item heading
Step 1.5 m Lentgth
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (not exceeding 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms,lift upto 1.5 m,including getting out the excavated soil and surplus excavated soil as directed,within a lead of 50 m .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
5.9.5 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers
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) No Item heading
Step 1.2 m Lentgth
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (not exceeding 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms,lift upto 1.5 m,including getting out the excavated soil and surplus excavated soil as directed,within a lead of 50 m .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
5.9.5 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers
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) No Item heading
SUNILDETH J GOVERNMENT CONTRACTOR
Mrs.SANTHI R
K ANIL KUMAR
WORKS CONTRACT
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