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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.8 L+₹3,416.09 (0.51%)Admitted-Fee/PreQual/Technical/Finance | ₹6.8 L+₹3,416.09 (0.51%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Abdul Azeez P L2 | ANILKUMAR M L1 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | OD231324/2025-2026:Hire and labour for putting up a barricades using bamboo post 1.20 m height longitudinal with two line bamboo lying with coir yarn firmly and including dismantling the same after use. (up to a period of 10 days.) | 120 | metre | 83.32 ₹9,998.4 | 82.9 ₹9,948 Lowest |
| 1.00 | OD229939/2025-2026:Providing Front end loder 1cum bucket capacity (Incl POL) | 6 | hour | 2,003.4 ₹12,020.4 | 1,993.38 ₹11,960.28 Lowest |
| 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 | 6.75 | cum | 236.63 ₹1,597.25 | 235.45 ₹1,589.29 Lowest |
| 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 | 6.75 | cum | 3,668.07 ₹24,759.47 | 3,649.73 ₹24,635.68 Lowest |
| 1.00 | 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) | 12 | cum | 7,663.65 ₹91,963.8 | 7,625.33 ₹91,503.96 Lowest |
| 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. | 33.6 | cum | 2,725.42 ₹91,574.11 | 2,711.19 ₹91,095.98 Lowest |
| 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) | 21.72 | cum | 7,286.51 ₹1,58,263 | 7,250.08 ₹1,57,471.74 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) | 33.82 | cum | 8,483.41 ₹2,86,908.93 | 8,440.99 ₹2,85,474.28 Lowest |
| 1.01 | OD231455/2025-2026:Labour engaged as Coolie | 2 | Day | 994 ₹1,988 | 989.03 ₹1,978.06 Lowest |
Tender Value
Refer Docs
EMD Value
₹16,977
Closing Date
1 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER GURUVAYUR DEVASWOM GURUVAYUR
Urgent road repair work at Vengad Gokulam
2026_GD_848360_2
E6 1106/2026
Open Tender
Civil Works - Others
Item Rate
120 days
GURUVAYUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
₹16,977
10 Jun 2026
23 May 2026
3 Jun 2026
23 May 2026
1 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | OD231324/2025-2026:Hire and labour for putting up a barricades using bamboo post 1.20 m height longitudinal with two line bamboo lying with coir yarn firmly and including dismantling the same after use. (up to a period of 10 days.) | - | metre | - | - |
| 1.002 | OD229939/2025-2026:Providing Front end loder 1cum bucket capacity (Incl POL) | - | hour | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | OD231455/2025-2026:Labour engaged as Coolie | - | Day | - | - |
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