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Tender Value
₹66.4 L
EMD Value
₹50,000
Closing Date
17 Jul 2026, 4:00 pmClosed
Project Engineer
Office of the Construction Engineer Alappuzha 28/747 Sabari Gardens Chandanakavu Alappuzha 688011
Side Protection works of Engine thara vachal and Construction of Engine shed
2026_KLDC_859842_1
KLDC/ALP/PE/2026-27/04(1)
Open Tender
Civil Works - Others
Item Rate
540 days
Pattanakkad Panchayath Cherthala Taluk Alappuzha
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,950
Yes
₹50,000
Yes
16 Jul 2026
9 Jul 2026
21 Jul 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1App A - Side Protection Works at E thara vachal - 15 m x 4 sides and rising 500 m | |||||
| 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.005 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction
of site Engineer-in-charge | - | cum | - | - |
| 1.007 | 19.6.13 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:1200 mm dia R. C. C pipe | - | metre | - | - |
| 2App B: Construction of E shed(1 No) | |||||
| 2.001 | 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 | - | cum | - | - |
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