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| Sl No | Description | Qty | Unit | SIVAN G L2 | BIJU. K L1 |
|---|---|---|---|---|---|
| 1.001.Rectification works to No.3 Distributory canal. | |||||
| 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 | 20.76 | cum | 341.34 ₹7,086.22 | 338.5 ₹7,027.26 Lowest |
| 1.00 | 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. | 2.76 | cum | 2,815.57 ₹7,770.97 | 2,792.13 ₹7,706.28 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 | 6.93 | cum | 3,789.39 ₹26,260.47 | 3,757.85 ₹26,041.9 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.49 | sqm | 366.43 ₹912.41 | 363.38 ₹904.82 Lowest |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 37.8 | kilogram | 106.68 ₹4,032.5 | 105.8 ₹3,999.24 Lowest |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | 9,454.77 ₹5,105.58 | 9,376.06 ₹5,063.07 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. | 6.24 | cum | 302.2 ₹1,885.73 | 299.68 ₹1,870 Lowest |
| 1.01 | OD16800/2026-2027:Supplying and stacking earth filled bags | 245 | each | 94.94 ₹23,260.3 | 94.15 ₹23,066.75 Lowest |
Tender Value
₹80,423
EMD Value
₹2,011
Closing Date
22 Sept 2026, 5:00 pmClosed
Assistant Executive Engineer
O/o Office of the Assistant Executive Engineer, Irrigation Sub Division III Chittoor
GENERAL WP CSP NP 2026 2027 Emergency Rectification works of No 3 Distributory canal in between ch 04 335 km to Ch 04 350 km 3613 2026 General Civil Work
2026_Irrig_868646_1
IRR/PI/TR/3613/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
90 days
Walayar
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,011
Yes
3 Oct 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11.Rectification works to No.3 Distributory canal. | |||||
| 1.001 | 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 | 20.76 | cum | - | - |
| 1.002 | 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. | 2.76 | cum | - | - |
| 1.003 | 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 | 6.93 | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.49 | sqm | - | - |
| 1.005 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 37.8 | kilogram | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | - | - |
| 1.007 | 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. | 6.24 | cum | - | - |
| 1.008 | OD16800/2026-2027:Supplying and stacking earth filled bags | 245 | each | - | - |
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