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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC WO ISSUED |
| 2 | Rejected-Technical | - | - | Rejected-Technical WO ISSUED |
| 3 | Rejected-Technical | - | - | Rejected-Technical WO ISSUED |
| Sl No | Description | Qty | Unit | SETHUMADHAVAN K P L1 | Arun Mohan M.R L2 | ANILKUMAR M L3 |
|---|---|---|---|---|---|---|
| 1.00SPONSORED SHED VENGAD | ||||||
| 1.00 | OD320264/2025-2026:Providing Front end loder 1cum bucket capacity (Incl POL) | 6 | hour | 1,783.22 ₹10,699.32 | 827.5 ₹4,965 Lowest | 1,953.32 ₹11,719.92 |
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 787.5 | sqm | 139.41 ₹1,09,785.38 | 125.87 ₹99,122.63 Lowest | 152.71 ₹1,20,259.13 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 10 | cum | 2,057.76 ₹20,577.6 | 1,837.45 ₹18,374.5 Lowest | 2,254.04 ₹22,540.4 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 29.81 | cum | 210.62 ₹6,277.95 | 191.85 ₹5,718.47 Lowest | 230.71 ₹6,876.77 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 2.86 | cum | 3,264.94 ₹9,331.2 | 2,500 ₹7,145 Lowest | 3,576.37 ₹10,221.27 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.01 | cum | 6,821.41 ₹6,910.09 | 6,120 ₹6,199.56 Lowest | 7,472.06 ₹7,569.2 |
| 1.01 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 11.25 | cum | 2,425.89 ₹27,291.26 | 650 ₹7,312.5 Lowest | 2,657.28 ₹29,894.4 |
| 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) | 3.3 | cum | 6,485.72 ₹21,402.88 | 5,698.78 ₹18,805.97 Lowest | 7,104.35 ₹23,444.36 |
| 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) | 9.38 | cum | 7,551.08 ₹70,798.93 | 6,898.89 ₹64,683.99 Lowest | 8,271.32 ₹77,551.9 |
Tender Value
Refer Docs
EMD Value
₹37,560
Closing Date
14 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER GURUVAYUR DEVASWOM GURUVAYUR
MAINTENANCE OF SPONSORED SHED AT VENGAD ESTATE
2026_GD_848084_2
E6 632/2026
Open Tender
Civil Works - Others
Item Rate
120 days
GURUVAYUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹37,560
10 Jun 2026
6 Apr 2026
16 Apr 2026
6 Apr 2026
14 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SPONSORED SHED VENGAD | |||||
| 1.001 | OD320264/2025-2026:Providing Front end loder 1cum bucket capacity (Incl POL) | - | hour | - | - |
| 1.002 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.003 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.004 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.005 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.006 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.007 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | - | cum | - | - |
| 1.008 | 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 | cum | - | - |
| 1.009 | 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 | cum | - | - |
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