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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹71.0 L+₹55,586.90 (0.79%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SREEVALSAN KV L1 | Abdul Saleem A L2 |
|---|---|---|---|---|---|
| 1.00REJUVENATION WORK OF POND | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 300 | sqm | 8 ₹2,400 Lowest | 10 ₹3,000 |
| 1.00 | OD547917/2024-2025:Pumping or bailing out water and removing slush etc.by using pump set including cost of labour,oil hire charges of pump set etc complete. | 200 | hour | 416 ₹83,200 Lowest | 420 ₹84,000 |
| 1.00 | OD2115/2024-2025:Removing chandi, kulavazha and all other vegetation including cost and conveyance etc.complete with mechanical means | 900 | sqm | 9.9 ₹8,910 Lowest | 10 ₹9,000 |
| 1.00 | OD2114/2024-2025:Earth work excavation in or under water by mechanical means(hydraulic excavator)/ manual means over areas (1.50m in width as well as 10 sqm on plan) | 450 | cum | 265 ₹1,19,250 Lowest | 270 ₹1,21,500 |
| 1.00 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 430 | cum | 179 ₹76,970 Lowest | 180 ₹77,400 |
| 1.01 | 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 | 228.46 | cum | 326 ₹74,476.66 Lowest | 330 ₹75,390.48 |
| 1.01 | 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) | 4.79 | cum | 8,789 ₹42,081.73 Lowest | 8,790 ₹42,086.52 |
| 1.01 | OD547086/2024-2025:DRY RUBBLE MASONRY-Dry rubble without levelling course masonry with good quality blasted rubble including packing of compactnessto lines and levelscost and conveyance of all materials labour charges etc.complete as per the direction of Deptl.officers at site. | 930.45 | cum | 3,840 ₹35,72,928 Lowest | 3,850 ₹35,82,232.5 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 106.8 | sqm | 714 ₹76,255.2 Lowest | 720 ₹76,896 |
Tender Value
₹64.1 L
EMD Value
₹50,000
Closing Date
5 May 2025, 2:30 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
Thrissur Corporation -.KKY Zonal 2024-25 AMRUT 2.0 - Waterbody Rejuvenation -Sreedhramangalam Pond- Division 41-
2025_LSGD_761458_27
PW2-17409/18,05.05.25EE2
Open Tender
Civil Works - Roads
Item Rate
330 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
27 Dec 2025
24 Apr 2025
5 May 2025
24 Apr 2025
5 May 2025
24 Apr 2025
24 Apr 2025 - 29 Apr 2025
Amount
REJUVENATION WORK OF POND
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
OD547917/2024-2025:Pumping or bailing out water and removing slush etc.by using pump set including cost of labour,oil hire charges of pump set etc complete.
OD2115/2024-2025:Removing chandi, kulavazha and all other vegetation including cost and conveyance etc.complete with mechanical means
OD2114/2024-2025:Earth work excavation in or under water by mechanical means(hydraulic excavator)/ manual means over areas (1.50m in width as well as 10 sqm on plan)
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
OD547086/2024-2025:DRY RUBBLE MASONRY-Dry rubble without levelling course masonry with good quality blasted rubble including packing of compactnessto lines and levelscost and conveyance of all materials labour charges etc.complete as per the direction of Deptl.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
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD2116/2024-2025:Providing and laying 60mm thick factory made cement concrete inter locking paver block of M30 grade made by block making machine with strong vibratory compaction of approved sizedesign and shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse aggregate filling the joints with fine sand etc.all complete as per the direction of engineer-in-charge.
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
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
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OD546155/2024-2025:Supplying and fixing at site aluminium composite panels of Alucobound, Durabuild or equivalent make and approved colour certified for exterior applications including 15 years guarantee for colour fastness of clear thickness 4mm, with 28 to 30 microns of PVDF coating conforming to ASTM standard on the top aluminium skin of 0.2mm and with a bottom aluminium skin of 0.25mm with service&amp; lt;br&amp:gt:coating of polyster paint, laminated on to a center core of 3.5mm of single recycle low density polyethylene material&amp;lt;br&amp;gt;
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
OD547487/2024-2025:Providing and fixing name board wit granite of any colour 18mm thick including engraving letters etc. Coplete
OD547492/2024-2025:Supplying and fixing Stainless Steel lettersof 15-30 cm size[Malayalam,English[.
Abdul Saleem A (BID ID -2207279)
Bidder Name
SREEVALSAN KV
Abdul Saleem A
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