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| Sl No | Description | Qty | Unit | V K JOSHI L1 | A.P Madhu L2 |
|---|---|---|---|---|---|
| 1.00Thode Renovation | |||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 7 | cum | 1,553.81 ₹10,876.67 Lowest | 1,554.43 ₹10,881.01 |
| 1.00 | OD514504/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 30 | metre | 1,088.77 ₹32,663.1 Lowest | 1,089.21 ₹32,676.3 |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 62 | hour | 345.4 ₹21,414.8 Lowest | 345.54 ₹21,423.48 |
| 1.00 | OD514503/2025-2026:Desilting thodu using hydraulic excavator (clearing debris and silt from thodu)depositing at the bank of thodu ,etc. complete | 765 | cum | 121.85 ₹93,215.25 Lowest | 121.9 ₹93,253.5 |
| 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 | 242.86 | cum | 359.58 ₹87,327.6 Lowest | 359.72 ₹87,361.6 |
| 1.01 | OD514505/2025-2026:Construction of granular sub- base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub- base by providing Well Graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method and compacting to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 7.78 | cum | 2,955.26 ₹22,991.92 Lowest | 2,956.44 ₹23,001.1 |
| 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) | 4.8 | cum | 7,929.72 ₹38,062.66 Lowest | 7,932.89 ₹38,077.87 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 171.4 | sqm | 386.01 ₹66,162.11 Lowest | 386.16 ₹66,187.82 |
| 1.01 | 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) | 53.6 | cum | 8,565.71 ₹4,59,122.06 Lowest | 8,569.14 ₹4,59,305.9 |
Tender Value
₹12.2 L
EMD Value
₹30,441
Closing Date
14 Sept 2026, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER,Sreemoolanagaram GP
SMN-42/25-26-Renovation of Various Thodu in Sreemoolanagaram GP
2026_LSGD_866804_1
01/AESMN/LIDEW/26-27
Open Tender
Civil Works - Others
Item Rate
240 days
Sreemoolanagaram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹30,441
16 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Thode Renovation | |||||
| 1.001 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 7 | cum | - | - |
| 1.002 | OD514504/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 30 | metre | - | - |
| 1.003 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 62 | hour | - | - |
| 1.004 | OD514503/2025-2026:Desilting thodu using hydraulic excavator (clearing debris and silt from thodu)depositing at the bank of thodu ,etc. complete | 765 | cum | - | - |
| 1.005 | 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 | 242.86 | cum | - | - |
| 1.006 | OD514505/2025-2026:Construction of granular sub- base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub- base by providing Well Graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method and compacting to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 7.78 | 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) | 4.8 | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 171.4 | sqm | - | - |
| 1.009 | 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) | 53.6 | cum | - | - |
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