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| # | Company | Amount | Rank | Status |
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| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC Being the Lowest | |
| 2 | L2₹8.1 L+₹29,072 (3.74%)Rejected-AOC | L2 | Rejected-AOC Being the Second Lowest |
Tender Value
Refer Docs
EMD Value
₹24,400
Closing Date
9 Feb 2024, 3:00 pmClosed
The Secretary
Kerala Khadi and Village industries board, Vanchiyoor, Thiruvananthapuram - 695035
Lean to roof at the existing building for waste collection at Cotton Processing Unit at Ettukudukka at Kannur District
2024_KKVIB_652677_1
KB5762/22/Engg
Open Tender
Civil Works - Others
Item Rate
90 days
Ettukudukka in Kannur District
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,400
Yes
₹24,400
Yes
6 Nov 2024
1 Feb 2024
12 Feb 2024
1 Feb 2024
9 Feb 2024
1 Feb 2024
Amount
APPENDIX-A
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 50m outside the periphery of the area cleared. ( D S R 2018 , 2.31. )
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. ( 2018 D S R , 2.8.1 )
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. ( Observed Data Buildings 50.6.7.1. )
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. ( Observed Data Buildings 50.6.7.2. )
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. ( D S R 2016 - 2.25 )
Filling earth cut and conveyed from available sources in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. ( OBSERVED DATA 50.2.25.1.)
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). ( 2018 D S R , 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 : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). ( 2018 D S R 4.1.6. )
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) ( D S R 2018, 13.4.1. )
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster ( D S R 2018 , 13.9.2. )
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( D S R , 10.2. )
Steel work in built up 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. Hot finished welded type tubes ( D S R 10.16.1 )
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.( OD 51.20 )
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M. S. ANGLES 40X40X6 mm for diagonal braces and central cross piece. ( D S R 10.5.2 )
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.( D S R 9.48.2 )
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work ( Two or more coats) over and including priming coat with water thinnable cement primer ( D S R 2018 , 13.41.1 )
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). ( 2018 D S R, 13.46.1. )
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. ( 2018 D S R , 13.61.1 . )
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work ( D S R 2018 , 13.52.1 )
TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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