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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.5 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹40.2 L+₹51,624.48 (1.30%)Rejected-Finance | L2 | Rejected-Finance second |
| Sl No | Description | Qty | Unit | SUBHASH L2 | Barkath Construction L1 |
|---|---|---|---|---|---|
| 1.00Pond deepening | |||||
| 1.00 | 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 | 220 | sqm | 15 ₹3,300 | 14.41 ₹3,170.2 Lowest |
| 1.00 | OD1321/2024-2025:Modified Data 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 | 645 | cum | 50 ₹32,250 Lowest | 75.68 ₹48,813.6 |
| 2.00Side protection of pond | |||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 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, within a lead of 50 m.All kinds of soil | 128.7 | cum | 150 ₹19,305 Lowest | 290.11 ₹37,337.16 |
| 2.00 | OD6453/2024-2025:1.004-Specification code: OD4996/2024-2025
60.64.1.Coconut pile-Supplying and stacking well matured straight coconut post for driving
down through various stratabelow bed level including cost of conveyance,labour charges etc
complete | 630 | 1 meter | 137 ₹86,310 | 128.5 ₹80,955 Lowest |
| 2.00 | OD6452/2024-2025:1.005-Specification code: OD5000/2024-2025
60.64.4.Coconut pile-Driving down coconut pile to lines and levels through various strata
including all hire charges and labour for fixing,staging platform and all other appliances
necessary for pile driving down after pointing the bottom end | 420 | 1 meter | 1,000 ₹4,20,000 Lowest | 1,074.6 ₹4,51,332 |
| 2.00 | OD6431/2024-2025:1.006-Specification code: OD4998/2024-2025
60.7.2DR packing under foundation-Dry stone packing under foundation with good quality
blasted rubble including conveyance of material and labourcharges etc.complete as per direction
of deptl.officers at site | 128.7 | cum | 2,600 ₹3,34,620 | 2,546.2 ₹3,27,695.94 Lowest |
| 2.00 | OD6432/2024-2025: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 | 310.2 | cum | 3,500 ₹10,85,700 | 3,410.82 ₹10,58,036.36 Lowest |
| 2.01 | OD6433/2024-2025: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) | 26.92 | cum | 6,940 ₹1,86,824.8 | 6,499.85 ₹1,74,975.96 Lowest |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
19 Apr 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AEE (Agri), Alappuzha
O/o the AEE (Agri), Alappuzha
Construction of Fishpond and Duckyard at SSF Veeyapuram
2025_AGRI_748680_2
AE(3)845/23
Open Tender
Civil Works - Others
Item Rate
365 days
Veeyapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
13 Oct 2025
1 Apr 2025
22 Apr 2025
1 Apr 2025
19 Apr 2025
1 Apr 2025
1 Apr 2025 - 19 Apr 2025
Amount
Pond deepening
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
OD1321/2024-2025:Modified Data 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
Side protection of pond
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 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, within a lead of 50 m.All kinds of soil
OD6453/2024-2025:1.004-Specification code: OD4996/2024-2025 60.64.1.Coconut pile-Supplying and stacking well matured straight coconut post for driving down through various stratabelow bed level including cost of conveyance,labour charges etc complete
OD6452/2024-2025:1.005-Specification code: OD5000/2024-2025 60.64.4.Coconut pile-Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing,staging platform and all other appliances necessary for pile driving down after pointing the bottom end
OD6431/2024-2025:1.006-Specification code: OD4998/2024-2025 60.7.2DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc.complete as per direction of deptl.officers at site
OD6432/2024-2025: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
OD6433/2024-2025: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)
5.1.3: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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD6449/2024-2025:Supplying and laying fishnet of approved make including fixing in position, lying using tagging tie(nylon wire) etc. complete.
Duck yard
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 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, within a lead of 50 m.All kinds of soil
OD6440/2024-2025:RING BUND type -1 putting up ring bund of bottom width of 3m , top width of 1m, hieght of 2m and side slope 1/2 : 1 by driving down half split coconut long 4m to a depth of 2m below ground level at 75 c/c in two raws and fixing 1/4 split coconut wailing pieces in 3 raws and connecting the post with 1/4 split cross ties, bamboo reepers for tying ,screening and filling insidewith clay maintain the bund till the completion of the work and removing the same after etc complete (boat load upto 3KM). Material
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 pumpset, etc complete
OD6441/2024-2025:1.004-Specification code: OD4996/2024-2025 60.64.1.Coconut pile-Supplying and stacking well matured straight coconut post for driving down through various stratabelow bed level including cost of conveyance,labour charges etc complete
OD6442/2024-2025:1.005-Specification code: OD5000/2024-2025 60.64.4.Coconut pile-Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing,staging platform and all other appliances necessary for pile driving down after pointing the bottom end
OD6443/2024-2025:1.006-Specification code: OD4998/2024-2025 60.7.2DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc.complete as per direction of deptl.officers at site
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)
5.1.3: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
OD6445/2024-2025:Providing high-quality Interlocking type Coloured Plastic Slatted Flooring Tiles for Livestock Cages of suitable size (60X60 cm / 60X40 cm / 60X30 cm) recommended by the Engineer-in-Charge with minimum 5cm Thick and Load Bearing Capacity of 200 Kg, opening sufficient to pass the manure through madeof the original plastic, to be laid over the structural work already fabricated including all material, labour and conveyance charges,etc. complete. (Structural Fabrication work should be paid separately)
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD6446/2024-2025:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil. (Ref. Item No. 2.10.1 of DSR)
OD6447/2024-2025:Supply of UPVC pipe IS 4985:2000 6kg/cm2, 50mm Dia including all specials and fittings
OD6448/2024-2025:Laying PVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure(excluding the cost of pipes and specials) 50mm nominal outer dia pipes.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.18.8.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
18.15.2:Providing and fixing brass bib cock of approved quality :20 mm nominal bore
DUCK YARD RAMP
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 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, within a lead of 50 m.All kinds of soil
OD6450/2024-2025:1.006-Specification code: OD4998/2024-2025 60.7.2DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc.complete as per direction of deptl.officers at site
OD6451/2024-2025: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
5.1.3: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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
SUBHASH (BID ID -2197337)
Bidder Name
Barkath Construction
SUBHASH
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