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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC NALAKATH HOUSE MOORKKANAD URANGATTIRI P O MALAPPURAM DT PIN 673639 | MALAPPURAM | KERALA | 673639 | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L+₹1,122 (0.63%)Rejected-Finance MIQDAD MANZIL MUTHUVALLUR THANIYAMPURAM MALAPPURAM KERALA KL 673641 | MALAPPURAM | KERALA | 673641 | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | FYSAL P L5 | ADILSHAN NALAKATH L1 | MIQDAD A.T. L2 | BASHIR PALAKKAL L4 | SIDDIKH K.P L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Renovation works | ||||||||
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 2.81 | sqm | 111.7 ₹314.21 | 104.61 ₹294.27 Lowest | 105.27 ₹296.12 | 110.11 ₹309.75 | 107.1 ₹301.27 |
| 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 | 0.46 | cum | 294.9 ₹134.47 | 276.22 ₹125.96 Lowest | 277.97 ₹126.75 | 290.76 ₹132.59 | 282.7 ₹128.91 |
| 1.00 | 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) | 0.46 | cum | 7,570.6 ₹3,452.19 | 7,092.13 ₹3,234.01 Lowest | 7,137.09 ₹3,254.51 | 7,465.4 ₹3,404.22 | 7,258.1 ₹3,309.69 |
| 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 | 783.14 | kg | 153.3 ₹1,20,055.36 | 143.63 ₹1,12,482.4 Lowest | 144.54 ₹1,13,195.06 | 151.19 ₹1,18,405.13 | 147 ₹1,15,121.58 |
| 1.00 | OD492668/2025-2026:Providing and fixing precoated galvanised 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 meter 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. Details of cost for 216.14 sqm (External dimension of plinth)
Area of roof 20.2x10.70m=216.14sqm
Sheets Used = 20Nos x 10.70m x 1.06m = 226.84 sqm
add 3% wastage = 6.81 Total = 233.65sqm should be supplied in single length up to 12 meter 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.
Details of cost for 216.14 sqm (External dimension of plinth)
Area of roof 20.2x10.70m=216.14sqm
Sheets Used = 20Nos x 10.70m x 1.06m = 226.84 sqm
add 3% wastage = 6.81 Total = 233.65sqm | 113.4 | sqm | 511 ₹57,947.4 | 478.7 ₹54,284.58 Lowest | 481.74 ₹54,629.32 | 503.9 ₹57,141.9 | 489.9 ₹55,554.66 |
| 1.01 | OD492670/2025-2026:Providing and fixing 200mm wide,square cut PVC 4kgf/cm2 rain water gutter pipe with irorn brackets with 25x 5mm size MS flat screws and washers etc. including making necessory connections with rain water pipes etc. complete. | 13.5 | metre | 436 ₹5,886 | 408.46 ₹5,514.21 Lowest | 411.05 ₹5,549.18 | 429.96 ₹5,804.45 | 418 ₹5,643 |
| 1.01 | OD492679/2025-2026:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 90 mm dia 4 Kfg/cm2 - External work - Exposed on wall | 4 | metre | 284.1 ₹1,136.4 | 266.15 ₹1,064.6 Lowest | 267.84 ₹1,071.36 | 280.16 ₹1,120.63 | 272.4 ₹1,089.6 |
Tender Value
₹2.1 L
EMD Value
₹5,293
Closing Date
6 Mar 2026, 3:00 pmClosed
O/O Assistant Engineer LID EW Section Kuzhimanna
O/O Assistant Engineer LID EW Section Kuzhimanna
Kizhisseri GLPS Yard Sheet Roofing
2026_LSGD_841255_10
T4/AE/LID EW/KMNA/25-26
Open Tender
Civil Works - Buildings
Item Rate
Kuzhimanna
Please refer Tender Documents
7 documents required · 7 mandatory
₹555
Yes
₹5,293
Yes
25 May 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Renovation works
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
OD492668/2025-2026:Providing and fixing precoated galvanised 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 meter 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. Details of cost for 216.14 sqm (External dimension of plinth) Area of roof 20.2x10.70m=216.14sqm Sheets Used = 20Nos x 10.70m x 1.06m = 226.84 sqm add 3% wastage = 6.81 Total = 233.65sqm should be supplied in single length up to 12 meter 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. Details of cost for 216.14 sqm (External dimension of plinth) Area of roof 20.2x10.70m=216.14sqm Sheets Used = 20Nos x 10.70m x 1.06m = 226.84 sqm add 3% wastage = 6.81 Total = 233.65sqm
OD492670/2025-2026:Providing and fixing 200mm wide,square cut PVC 4kgf/cm2 rain water gutter pipe with irorn brackets with 25x 5mm size MS flat screws and washers etc. including making necessory connections with rain water pipes etc. complete.
OD492679/2025-2026:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 90 mm dia 4 Kfg/cm2 - External work - Exposed on wall
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