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Tender Value
₹12.7 L
EMD Value
₹31,741
Closing Date
6 Jun 2026, 6:00 pmDue tomorrow
Asst.Executive Engineer
O/o Asst.Executive Engineer,INSDN(Major),PMG,TVPM
GENERAL Pazhavangadi thodu at Pattoor Urgent Reconstruction of damaged left side wall of Pazhavangadi thodu at D S of Pattoor General Civil Work
2026_Irrig_849873_5
IRR/IA/TR/4501/2025_5_1_1/1
Open Tender
Civil Works - Others
Pazhavangadi
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹31,741
Yes
3 Jun 2026
3 Jun 2026
8 Jun 2026
3 Jun 2026
6 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Reconstructing Damaged side wall | ||||||
| 1.001 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD16924/2025-2026:Providing and fixing sheet bund with 1.80 mtr height ,1 meter bottom width and 60 cm top width. Using 6 mm thick MS Sheet in two layers with outer layer frame fabricated using 50x50x6mm MS angle and Inner frame fabricated using 40x40x6 mm MS angle and connecting both layer of MS sheet using 100 x 50 x 8 mm. Fixing in position by using crane and filling earth inside the bund by excavator ,and removing and conveythe bund to the next location etc complete as per the direction of departmental officers at site | - | metre | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | - | metre | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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