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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹61.6 LAccepted-AOC | 1 | Accepted-AOC first lowest hence accepted | |
| 2 | 2₹61.7 L+₹8,036.13 (0.13%)Rejected-AOC | 2 | Rejected-AOC second lowest hence rejected |
Tender Value
₹61.6 L
EMD Value
₹50,000
Closing Date
14 Feb 2024, 4:00 pmClosed
PROJECT ENGINEER
PROJECT ENGINEERS OFFICE VADAKARA
Interlocking Tile Work,Replacing Pond Lining,Gate,Drainage,Pumping system,Retaining wall
2024_KLDC_652755_1
KLDC/ VTK/2023-24/6(2)
Open Tender
Civil Works - Others
Item Rate
365 days
RARS Ambalavayal in Wayanad District
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
12 Mar 2024
1 Feb 2024
16 Feb 2024
1 Feb 2024
14 Feb 2024
1 Feb 2024
1 Feb 2024 - 14 Feb 2024
Amount
APPENDIX A :INTERLOCKING TILE WORK
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
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)
16.78.2 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
od228959/2023_2024 : Supplying and fixing intrlocking tile 100mm or nearest size thickness,minimum strength M40 including providing a layer of 6mm aggregate for 5 cm thickness ,then laying interlock cobbles in lines and levels as per the deirection of the departmental officers at site inclusive of all cost and conveyance charges etc.complete
APPENDIX B : REPLACING POND LINING
od205693/2023_2024 : Replacing Lining of Existing pond with Poly Coated Nylon Sheet 760 GSM for 1 Crore litre Tank
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
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
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
APPENDIX C: GATE
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
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 : 4 graded stone aggregate 20 mm 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)
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
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
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1 : 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)
13.52.1 : 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
50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
od228975/2023_2024 : Supplying 65 mm pad lock
od228977/2023_2024 : SUPPLY AND FIXING DECK WOOD FOR GATE NECESSARY FITTINGS ETC.<br>COMPLETE
od228978/2023_2024 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course<br>masonry with good quality blasted rubble including packing to compactness to<br>lines and levels cost and conveyance of all materials labour charges etc.<br>complete as per direction of Departmental officers at site
APPENDIX D:DRAINAGE TO CARRY AWAY RAIN WATER
od315072/2023_2024 : Providing and fixing PVC pipes including cost of fittings, jointing of pipes with one step pvc<br>solvent cement, trenching , refilling &amp; testing of joints complete as per direction of<br>Engineer in Charge. 160 mm dia 6 Kgf/cm2<br>Details of cost for 10.00 meter
18.43 : Providing and placing in position filters of 40 mm diameter G.I pipe with brass strainer of approved quality
50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee
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
od315095/2023_2024 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course<br>masonry with good quality blasted rubble including packing to compactness to<br>lines and levels cost and conveyance of all materials labour charges etc.<br>complete as per direction of Departmental officers at site
50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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
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
APPENDIX E:PUMPING SYSTEM TO EXISTING LINED STORAGE TANK
od315040/2023_2024 : Providing Pumping System to Existing Lined Storage Tank<br>Installing 10 HP Open Well Submersible Pumpset in a pond with Automatic Starter and closed<br>panel board with 90m 6 Sqmm Copper XLPE insulated UG cable for power transmission and<br>providing under ground supply line with 60m 75mm HDPE Pipe PN6/8 to the Water Silos<br>constructed at Site
od315060/2023_2024 : Supply, Installation, Erection, and fitting charges including all accessories of<br>50000 LPH Heavy Duty Screen Filter for fixing to the delivery side of proposed 10 HP Pumpset
od315064/2023_2024 : Supply, Installation, Erection, Testing, Commissioning and fitting charges including all<br>accessories of 50000 LPH Heavy Duty Sand Filter for fixing to the delivery side of proposed 10 HP Pumpset
APPENDIX F:RETAINING WALL
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
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
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.22.6 : 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
BINOJ P A
Bidder Name
JOBIN K THOMAS
BINOJ P A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1005721.pdf
boq_comp_chart.xlsx
xlsx
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