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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC lowest |
| 2 | L2₹3.2 LRejected-AOC | ₹3.2 L | L2 | Rejected-AOC second lowest |
| 3 | L3₹3.3 LRejected-AOC | ₹3.3 L | L3 | Rejected-AOC highest |
| Sl No | Description | Qty | Unit | VINOD KUMAR V L2 | MP.Sigikumar L3 | KS.MURALEEDHARAN L1 |
|---|---|---|---|---|---|---|
| 1.00Farm Machinery Clinic Repair Of Garrage | ||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 0.05 | cum | 1,554 ₹83.92 | 1,632.15 ₹88.14 | 1,546.66 ₹83.52 |
| 1.00 | 15.12.2:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area beyond 3 sq. metres | 2 | each | 519 ₹1,038 | 545.84 ₹1,091.68 | 517.25 ₹1,034.50 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1.2 | cum | 2,129 ₹2,554.80 | 2,236.33 ₹2,683.60 | 2,119.19 ₹2,543.03 |
| 1.00 | OD5950/2025-2026:Filling with Quarry Muck
Filling up with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete As per LSGD OD 51.2.3 modified. | 10.8 | cum | 472 ₹5,097.60 | 496.22 ₹5,359.18 | 470.23 ₹5,078.48 |
| 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) | 2.4 | cum | 7,932 ₹19,036.80 | 8,329.53 ₹19,990.87 | 7,893.23 ₹18,943.75 |
| 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.73 | cum | 9,235 ₹16,013.49 | 9,697.77 ₹16,815.93 | 9,189.79 ₹15,935.10 |
| 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 | 45.45 | kilogram | 112 ₹5,090.40 | 118.05 ₹5,365.37 | 111.87 ₹5,084.49 |
| 1.01 | 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 | 8.64 | cum | 6,831 ₹59,019.84 | 7,172.7 ₹61,972.13 | 6,796.98 ₹58,725.91 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 99.55 | sqm | 369 ₹36,732.47 | 388.25 ₹38,648.73 | 367.91 ₹36,623.97 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹7,942
Closing Date
13 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o Office of the Assistant Executive Engineer, Office of the Assistant Executive Engineer Pathanamthitta
GENERAL-ANNUAL PLAN 2026-27-FARM M A C H I N E R Y C L I N I C R E P A I R O F GARRAGE-General Civil Work
2026_AGRI_842783_1
ADFW/AXE/PTA/143/2025-AE(2)
Open Tender
Civil Works - Buildings
90 days
Pandalam
Please refer Tender documents.
6 documents required · 6 mandatory
₹832
₹7,942
24 Jun 2026
3 Mar 2026
16 Mar 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
Farm Machinery Clinic Repair Of Garrage
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
15.12.2:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area beyond 3 sq. metres
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
OD5950/2025-2026:Filling with Quarry Muck Filling up with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete As per LSGD OD 51.2.3 modified.
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)
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)derived from natural sources : 4 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
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
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
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