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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L1 | Accepted-AOC All documents are verified and found correct so AOC is issued |
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
8 Feb 2021, 5:00 pmClosed
District Soil Conservation Officer, Alappuzha
District Soil Conservation Office, District Panchayath building, Third Floor, Collectrate Po, Alappuzha
RIDF XXIV Kappamveli-Karottu padasekharam Flood Control and drainage management scheme in Ambalappuzha Block, Alappuzha District
2019_DSSC_323177_5
C(2)520/2019-02
Open Tender
Civil Works - Others
Item Rate
540 days
Ambalappuyzha North
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,400
₹1 L
29 Nov 2021
24 Dec 2020
9 Feb 2021
24 Dec 2020
8 Feb 2021
24 Dec 2020
24 Dec 2020 - 8 Feb 2021
Amount
Kappamveli karottu padasekharam Retaining wall 1.5m height, 2075 Rm
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- for side cutting
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains( not exceeding1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m .All kInds of soils.
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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 - for foundation and superstructure
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 up to plinth level with cement mortar 1:6
13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 ( 1 cement : 4 fine sand)
Retaining wall 2.00m height 1100 Rm
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 in foundation trenches or drains( not exceeding1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed ,with in a lead of 50m .All kInds of soils.
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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 concrete 1:6:12 up to plinth level with cement mortar 1:6
13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 ( 1 cement : 4 fine sand)
Ramp,Type A (1.50m height) 3nos
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
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)
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
Box culvert 3.00m span, 3 nos,
60.1.1 RING BUND Type 1 Putting up ring bund as per approved shape 2.50 m bottom width 1m top width using empty gunny /polytheen bags filled with earth placed in 2rows at .60 m apart and filled in between with puddle clay to form bund for an average height 2m including labour dismantling the bund after completion of the work etc. complete.
50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pump set. complete .
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.Side cutting and Foundation
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains( not exceeding1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m .All kInds of soils.
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil -
60.64.1 Cocunut Piule- Supplying and stacking well matured straight cocunut post for driving down through various strata below bed level including cost of conveyance labour charges etc. complete
60.64.4 Cocunut pile- Driving down cocunut pile to lines and levels through various strata including all hire charges and labour for fixing , staging plat form and all other appliances neccessary for pile driving down after pointing the bottom end.
60.64.6 Cutting and removing excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
16.3.9 Supplying and stacking at site good earth
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
4.1.6 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 (1cement : 3 coarse sand : 6 graded stone aggregate 40 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 : 1.50 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
4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining wall, Return wall (any thickness) including attached pillasters, butresses, plinth and string courses fillets, kerbs and steps etc
Ramp Type B (2m height), 1nos
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
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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
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)
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers.
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