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| Sl No | Description | Qty | Unit | PRASAD V L1 | ABHIMANUE L3 | ARUN.N L2 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF BUILDING FOR ANGANAWADI No. 22 - Thrikkaikkatt | ||||||
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 5 | each | 505 ₹2,525 | 490.24 ₹2,451.2 | 466.46 ₹2,332.3 Lowest |
| 1.00 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 2 | each | 2,254 ₹4,508 | 2,184.46 ₹4,368.92 | 2,078.5 ₹4,157 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 | 20.38 | cum | 330 ₹6,724.08 | 320.17 ₹6,523.78 | 304.65 ₹6,207.55 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 | 82.12 | cum | 236 ₹19,381.5 | 229.29 ₹18,830.44 | 218.17 ₹17,917.21 Lowest |
| 1.00 | OD491588/2025-2026:[ 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. | 21.48 | cum | 2,950 ₹63,354.2 Lowest | 3,554.36 ₹76,333.44 | 3,381.9 ₹72,629.68 |
| 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) | 7.64 | cum | 7,663 ₹58,560.65 | 7,426.08 ₹56,750.1 | 7,065.88 ₹53,997.45 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) | 3.49 | cum | 7,750 ₹27,047.5 Lowest | 9,335.47 ₹32,580.79 | 8,882.67 ₹31,000.52 |
| 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. | 16.21 | cum | 292 ₹4,733.03 | 283.45 ₹4,594.44 | 269.69 ₹4,371.41 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) | 4.63 | cum | 5,900 ₹27,322.9 Lowest | 7,060.63 ₹32,697.78 | 6,718.16 ₹31,111.8 |
Tender Value
₹16.5 L
EMD Value
₹41,336
Closing Date
19 Mar 2026, 6:00 pmClosed
Assistant Engineer,LID EW Tanur Municipality
Assistant Engineer,LID EW Tanur Municipality
GENERAL-2024-25-WCD Department-Tanur Municipality-Construction of Model and Smart Anganwadi building for Centre no 22 Thrikkaikkatt DIV 6-Smart anganawadiGeneral Civil Work
2026_LSGD_846977_6
10/AE/ET/LID EW/2025-26
Open Tender
Civil Works - Buildings
Item Rate
300 days
Tanur municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹41,336
Yes
16 Aug 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF BUILDING FOR ANGANAWADI No. 22 - Thrikkaikkatt | |||||
| 1.001 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | - | each | - | - |
| 1.002 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | - | each | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | OD491588/2025-2026:[ 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 | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 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. | 1 | cum | - | - |
| 1.009 | 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) | - | cum | - | - |
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