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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAdmitted-Fee/PreQual/Technical/Finance ARUNODAYAM HOUSE KAYANNA BUSS P O PERAMBRA VIA 673525 KOZHIKODE DISTRICT KOYILANDI TALUK KAYA VILLAGE | KOZHIKODE | KERALA | 673525 | ₹10.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.5 L+₹9,473 (0.91%)Admitted-Fee/PreQual/Technical/Finance MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | ₹10.5 L+₹9,473 (0.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.7 L+₹23,255.98 (2.23%)Admitted-Fee/PreQual/Technical/Finance SANGALPAM CHEMANCHERY VENGALAM | ₹10.7 L+₹23,255.98 (2.23%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹11.1 L+₹65,818.32 (6.30%)Admitted-Fee/PreQual/Technical/Finance NOCHCHAD GRAMA PANCHAYAT KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 612906 | ₹11.1 L+₹65,818.32 (6.30%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹11.2 L+₹78,288.87 (7.49%)Admitted-Fee/PreQual/Technical/Finance | ₹11.2 L+₹78,288.87 (7.49%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GOVINDAN NAIR N M L1 | V M FAIZAL L6 | SREEJESH R. S. L7 | P. KUNHIMOIDY L4 | SHIJITH P L8 | ABDUL AZEEZ N K L2 | BALRAJ SAHU P K L3 | ASWIN RAGH R L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building work | |||||||||||
| 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 | 2.59 | cum | 279.13 ₹723.5 Lowest | 303.71 ₹787.22 | 306.29 ₹793.9 | 296 ₹767.23 | 310.59 ₹805.05 | 280 ₹725.76 | 500 ₹1,296 | 300 ₹777.6 |
| 1.00 | 4.1.5: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 20 mm nominal size derived from natural sources) | 6.05 | cum | 6,649.34 ₹40,215.21 Lowest | 7,234.94 ₹43,756.92 | 7,296.33 ₹44,128.2 | 7,068.06 ₹42,747.63 | 7,398.65 ₹44,747.04 | 7,300 ₹44,150.4 | 7,500 ₹45,360 | 7,156 ₹43,279.49 |
| 1.00 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 4,301.54 | kg | 138.45 ₹5,95,547.66 | 150.65 ₹6,48,026.4 | 151.92 ₹6,53,489.35 | 147.16 ₹6,33,014.04 | 154.05 ₹6,62,651.62 | 135 ₹5,80,707.36 Lowest | 157 ₹6,75,341.15 | 148 ₹6,36,627.33 |
| 1.00 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade | 247.22 | sqm | 877.36 ₹2,16,900.06 | 954.64 ₹2,36,005.15 | 962.73 ₹2,38,005.15 | 932.61 ₹2,30,558.91 | 976.24 ₹2,41,345.08 | 950 ₹2,34,858.05 | 600 ₹1,48,331.4 Lowest | 959 ₹2,37,083.02 |
| 1.00 | OD529766/2025-2026: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. | 179.2 | 1 sqm | 513.67 ₹92,049.66 Lowest | 558.91 ₹1,00,156.67 | 563.65 ₹1,01,006.08 | 546.25 ₹97,888 | 571.78 ₹1,02,462.98 | 550 ₹98,560 | 750 ₹1,34,400 | 550 ₹98,560 |
| 1.01 | 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 | 324 | sqm | 127.92 ₹41,446.08 | 139.19 ₹45,097.56 | 140.37 ₹45,479.88 | 135.97 ₹44,054.28 | 142.34 ₹46,118.16 | 112 ₹36,288 Lowest | 134 ₹43,416 | 136.5 ₹44,226 |
| 1.01 | 13.71:Lettering with black Japan pint of approved brand and manufacture | 11,840 | per Letter per cm height | 4.91 ₹58,134.4 | 5.35 ₹63,344 | 5.39 ₹63,817.6 | 5.22 ₹61,804.8 | 5.47 ₹64,764.8 | 5 ₹59,200 | 1.7 ₹20,128 Lowest | 5.3 ₹62,752 |
Tender Value
₹12.4 L
EMD Value
₹30,928
Closing Date
24 Aug 2026, 6:00 pmClosed
Assistant engineer
Assistant engineer office
shed
2026_LSGD_865654_1
03/AE/LSGD/NDR/26-27
Open Tender
Civil Works - Others
Item Rate
180 days
Naduvannur GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹30,928
Yes
31 Aug 2026
17 Aug 2026
29 Aug 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building work | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 4.1.5: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 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 0.4 | kg | - | - |
| 1.004 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade | 0.6 | sqm | - | - |
| 1.005 | OD529766/2025-2026: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. | 1 | 1 sqm | - | - |
| 1.006 | 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 | - | sqm | - | - |
| 1.007 | 13.71:Lettering with black Japan pint of approved brand and manufacture | - | per Letter per cm height | - | - |
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