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Tender Value
₹4.7 Cr
EMD Value
₹1 L
Closing Date
15 Jun 2026, 6:00 pm
SUPERINTENDING ENGINEER
KD CIRCLE CHENGANNUR
GENERAL-HARITHAM HARIPADHARITHAM HARIPAD PHASE II - PROVIDING IRRIGATION FACILITIES TO GROUP OF PADASEKHARAMS .(CHALUNKAL , CHANDENKERI ,CHERUTHURUTHU , KAREELI ,KIZHAKKE PARAMBIKKERI - B BLOCK ,KOIKALETHU , KUREETHARA ,PADINJARAE PARAMBIKKERI
2026_Irrig_826437_3
IRR/KP/TR/7857/2024_5_1_1/1
Open Tender
Civil Works - Others
550 days
Harippad constituency
Please refer tender documents
12 documents required · 12 mandatory
₹9,759
Yes
₹1 L
Yes
KD CIRCLE CHENGANNUR
15 May 2026
15 May 2026
18 Jun 2026
15 May 2026
15 Jun 2026
15 May 2026
15 May 2026 - 15 Jun 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1PADINJARE PARAMBIKKERI IN HARIPAD MUNICIPALITY( Motor shed, protection wall,. Thodu clearing) | ||||||
| 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 | 0.4 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 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. | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD28528/2025-2026:Random rubble masonry with hard stone in foundation up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 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) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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