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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical HIGHEST | |
| 3 | Rejected-Technical NOT AVAILABLE | - | Rejected-Technical HIGHEST | |
| 4 | Rejected-Technical | - | Rejected-Technical HIGHEST |
| Sl No | Description | Qty | Unit | jayaprakash L3 | poulose k v L2 | ASOKAN O P L4 | Johnson L1 |
|---|---|---|---|---|---|---|---|
| 1.00maintenance | |||||||
| 1.00 | 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 | 14.43 | cum | 341 ₹4,920.63 | 340 ₹4,906.2 | 352.54 ₹5,087.15 | 300 ₹4,329 Lowest |
| 1.00 | 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 | 37 | cum | 862 ₹31,894 Lowest | 890 ₹32,930 | 891.37 ₹32,980.69 | 900 ₹33,300 |
| 1.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.5 | cum | 7,520 ₹11,280 Lowest | 7,800 ₹11,700 | 7,774.23 ₹11,661.35 | 7,800 ₹11,700 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 18 | sqm | 366 ₹6,588 | 350 ₹6,300 Lowest | 378.44 ₹6,811.92 | 350 ₹6,300 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 6.6 | sqm | 723 ₹4,771.8 Lowest | 750 ₹4,950 | 747.61 ₹4,934.23 | 750 ₹4,950 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 18 | sqm | 956 ₹17,208 | 950 ₹17,100 Lowest | 988.38 ₹17,790.84 | 980 ₹17,640 |
| 1.01 | 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 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.36 | cum | 9,943 ₹63,187.77 Lowest | 10,000 ₹63,550 | 10,278.99 ₹65,322.98 | 10,000 ₹63,550 |
| 1.01 | 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 derived from natural sources) | 1.35 | cum | 12,108 ₹16,345.8 | 12,000 ₹16,200 | 12,516.73 ₹16,897.59 | 11,000 ₹14,850 Lowest |
| 1.01 | 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 | 918 | kilogram | 107 ₹98,226 | 100 ₹91,800 Lowest | 110.18 ₹1,01,145.24 | 100 ₹91,800 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,695
Closing Date
13 Jan 2026, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER Kattoor GP
Annual Plan-Kattoor GP SO216/26-MCF RENOVATION
2026_LSGD_825557_5
09/2025-26/AE/LID EW/KTR/annual
Open Tender
Civil Works - Others
Item Rate
KATTOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
₹12,695
Yes
16 Mar 2026
5 Jan 2026
15 Jan 2026
5 Jan 2026
13 Jan 2026
5 Jan 2026
Amount
maintenance
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
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
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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 derived from natural sources)
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
OD284363/2025-2026: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
51.18.12.7:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 65 mm nominal dia
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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
OD284106/2025-2026:Roofing with G.I hard colur powder coated traffod sheets 0.35mm thick or nearest available thickness with overlaps of 150mm at ends and GI hook or crank C.I bolts and nuts including plain washers and bitumen washers etc complete
OD284107/2025-2026:Providing and fixing on Eave face UPVC Half cut Rain water gutter pipes (150mm 4kg/cm2) with all necessary fittings with clamps at 1 M intervel (12.41.2 modified)
poulose k v (BID ID -2457073)
jayaprakash (BID ID -2456989)
ASOKAN O P (BID ID -2456644)
Bidder Name
Johnson
jayaprakash
ASOKAN O P
poulose k v
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