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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Sivan Pillai R L1 | PRASANNAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Compound wall | |||||
| 1.00 | 15.7.3: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 lime mortar | 6.72 | cum | 793 ₹5,328.96 Lowest | 800 ₹5,376 |
| 1.00 | OD187457/2025-2026:Departmental Brick work with common burnt clay F.P.S (non modular) bricks of class
designation 7.5 in foundation & upto 2 floor level in:Cement mortar 1:6 (1 cement : 6 coarse sand)
(modified 6.2.1) | 4.03 | cum | 3,768 ₹15,192.58 Lowest | 4,000 ₹16,128 |
| 1.00 | 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 derived from natural sources) | 2.8 | cum | 8,977 ₹25,135.6 Lowest | 9,500 ₹26,600 |
| 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 | 11.2 | sqm | 348 ₹3,897.6 | 300 ₹3,360 Lowest |
| 1.00 | 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 | 121.38 | kilogram | 101 ₹12,259.78 Lowest | 105 ₹12,745.32 |
| 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 | 11.34 | cum | 6,155 ₹69,773.08 Lowest | 7,000 ₹79,352 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 213.3 | sqm | 332 ₹70,815.6 Lowest | 400 ₹85,320 |
| 1.01 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 213.3 | sqm | 110 ₹23,463 Lowest | 110 ₹23,463 Lowest |
| 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) | 0.27 | cum | 8,321 ₹2,246.67 Lowest | 9,000 ₹2,430 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
20 Sept 2025, 6:00 pmClosed
Vinod Kumar V
Office of Assistant Engineer Kunnathur Grama Panchayaath
Annual Plan-Proj.no.113 COMPOUND WALL MAINTANANCE PAINTING FOR GOVT AYURVEDA HOSPITAL at Kunnathur GP
2025_LSGD_795882_5
2/AE/LIDEW/KNR/25-26
Open Tender
Repair and Maintenance Works
Item Rate
180 days
kunnathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
15 Oct 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
20 Sept 2025
12 Sept 2025
Amount
Compound wall
15.7.3: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 lime mortar
OD187457/2025-2026:Departmental Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation & upto 2 floor level in:Cement mortar 1:6 (1 cement : 6 coarse sand) (modified 6.2.1)
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 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
5.22.6: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)
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
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)
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
50.10.2:Steel work for purlin/single section with G I pipes 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
OD189024/2025-2026: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.
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
50.18.8.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
50.18.8.4.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 6Kgf/cm2
PRASANNAKUMAR (BID ID -2348422)
Bidder Name
PRASANNAKUMAR
Sivan Pillai R
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