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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.0 LAccepted-AOC | ₹16.0 L | 1 | Accepted-AOC LOWEST AMOUNT |
| 2 | Rejected-Technical | - | - | Rejected-Technical LOWEST AMOUNT QUATED |
| Sl No | Description | Qty | Unit | C H MOHAMMED THASNEEM L2 | E.V NARAYANAN L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF BUILDING FOR MUDANGAL ANGANAWADI | |||||
| 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 | 11.52 | cum | 236.63 ₹2,725.98 Lowest | 236.63 ₹2,725.98 Lowest |
| 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 | 21.02 | cum | 330.41 ₹6,943.9 Lowest | 330.41 ₹6,943.9 Lowest |
| 1.00 | OD443428/2025-2026:[ OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation
and superstructure including packing to compactness to lines and levels, cost and conveyance of
all materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | 31.45 | cum | 3,668.07 ₹1,15,371.81 Lowest | 3,668.07 ₹1,15,371.81 Lowest |
| 1.00 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 13.17 | sqm | 367.84 ₹4,844.45 Lowest | 367.84 ₹4,844.45 Lowest |
| 1.00 | 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) | 2.92 | cum | 7,286.51 ₹21,254.75 Lowest | 7,286.51 ₹21,254.75 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.26 | cum | 9,634.13 ₹31,368.73 Lowest | 9,634.13 ₹31,368.73 Lowest |
| 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) | 7.17 | cum | 7,663.65 ₹54,986.69 Lowest | 7,663.65 ₹54,986.69 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) | 2.03 | cum | 8,483.41 ₹17,229.81 Lowest | 8,483.41 ₹17,229.81 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 13.99 | cum | 292.52 ₹4,092.06 Lowest | 292.52 ₹4,092.06 Lowest |
Tender Value
₹16.0 L
EMD Value
₹40,089
Closing Date
11 Mar 2026, 5:00 pmClosed
ABIDHA
LID AND EW SECTION OZHUR GP
Annual Plan-Ozhur GP- Budget 2024-25 -Annexure II-vol- Sl No.2029 -Tanur Lac- Construction Of Mudangal Anganwadi Centre No. 52 ward 2
2026_LSGD_842574_8
2025-26 AE LID AND EW OZHUR PHASE V
Open Tender
Civil Works - Roads
Item Rate
180 days
OZHUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹40,089
Yes
11 Aug 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF BUILDING FOR MUDANGAL ANGANAWADI | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | cum | - | - |
| 1.003 | OD443428/2025-2026:[ OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation
and superstructure including packing to compactness to lines and levels, cost and conveyance of
all materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | 1 | cum | - | - |
| 1.004 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
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