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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC KUPPUNNAN HOUSE KUNNAKKAVU | L1 | Accepted-AOC LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical 338956.33 | |
| 3 | Rejected-Technical | - | Rejected-Technical 355904.29 |
| Sl No | Description | Qty | Unit | K Mohammed Musthafa L3 | YOOSAF KUPPUNNAN L1 | IBRAHIM L2 |
|---|---|---|---|---|---|---|
| 1.00BUIDING MAINTENANCE | ||||||
| 1.00 | 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 | 860.01 | kg | 180.4 ₹1,55,146.35 | 140.88 ₹1,21,158.63 Lowest | 171.81 ₹1,47,758.83 |
| 1.00 | OD216426/2025-2026:Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness 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 scratches during transportation and
should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The
sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal,
complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins,
rafters and trusses and including cutting to size and shape wherever required. | 188.77 | sqm | 601.56 ₹1,13,555.28 | 469.79 ₹88,681.32 Lowest | 572.91 ₹1,08,147.07 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 3.5 | cum | 1,154.76 ₹4,041.66 | 901.81 ₹3,156.34 Lowest | 1,099.77 ₹3,849.2 |
| 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 | 1.47 | cum | 346.93 ₹510.68 | 270.94 ₹398.82 Lowest | 330.41 ₹486.36 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 22.08 | sqm | 372.42 ₹8,223.03 | 290.85 ₹6,421.97 Lowest | 354.69 ₹7,831.56 |
| 1.01 | 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) | 1.47 | cum | 7,650.84 ₹11,262.04 | 5,974.94 ₹8,795.11 Lowest | 7,286.51 ₹10,725.74 |
| 1.01 | 4.1.6: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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 3.31 | cum | 8,067.16 ₹26,718.43 | 6,300.07 ₹20,865.83 Lowest | 7,683.01 ₹25,446.13 |
| 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 | 99.36 | kilogram | 108.42 ₹10,772.61 | 84.67 ₹8,412.81 Lowest | 103.26 ₹10,259.91 |
| 1.01 | OD165266/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M
- 30 grade made by block making machine with strong vibratory compaction, of approved size,
design & shape, laid in required colour and pattern over and including 50mm thick
compacted bed of coarse aggregate, etc. all complete as per the direction of Engineer in-charge. | 23 | sqm | 1,116.27 ₹25,674.21 | 871.75 ₹20,050.25 Lowest | 1,063.11 ₹24,451.53 |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
18 Sept 2025, 9:00 amClosed
ASSISTANT ENGINEER, LID EW SECTION PULAMANTHOLE
ASSISTANT ENGINEER, LID EW SECTION PULAMANTHOLE
Annual Plan-ANNUAL PLAN 25-26 PULAMANTHOLE GP PROJECT NO 312/26 Homeo Dispensary Maintenance
2025_LSGD_795891_7
AE PML 1/26
Open Tender
Civil Works - Buildings
Item Rate
240 days
PULAMANTHOL
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,474
Yes
1 Dec 2025
11 Sept 2025
20 Sept 2025
11 Sept 2025
18 Sept 2025
11 Sept 2025
11 Sept 2025 - 18 Sept 2025
Amount
BUIDING MAINTENANCE
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
OD216426/2025-2026:Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness 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 scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
4.1.6: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 (zone-III) derived from natural sources : 6 graded stone aggregate 40 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
OD165266/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse aggregate, etc. all complete as per the direction of Engineer in-charge.
IBRAHIM (BID ID -2340820)
K Mohammed Musthafa (BID ID -2340769)
Bidder Name
K Mohammed Musthafa
IBRAHIM
YOOSAF KUPPUNNAN
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