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Tender Value
₹9.4 L
EMD Value
₹23,520
Closing Date
7 Oct 2026, 5:00 pm6d left
AE LAGD
Officeof Ae ambalappara GP
Annual Plan-AMB GP 2025-26 - ( CFC Tied - 1110715/- ) - Perekkulam Renovation - 3rd Phase
2026_LSGD_846470_3
ET-11(I)/AE/LIDEW/AMBGP/25-26
Open Tender
Civil Works - Water Works
Item Rate
Ambalappara GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,075
Yes
₹23,520
Yes
28 Sept 2026
28 Sept 2026
9 Oct 2026
28 Sept 2026
7 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pond Work | |||||
| 1.001 | 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 | 115 | hour | - | - |
| 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 | 106.5 | cum | - | - |
| 1.003 | 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) | 6.71 | cum | - | - |
| 1.004 | OD232691/2025-2026:OD from Prev item _ 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. | 114.91 | cum | - | - |
| 1.005 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.05 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.04 | sqm | - | - |
| 1.007 | 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 | 678.98 | kilogram | - | - |
| 1.008 | OD421345/2025-2026:Filling with excavated available earth (excluding rock) in open areas 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. (Observed from 50.2.26.1) | 105.44 | cum | - | - |
| 1.009 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 21.06 | cum | - | - |
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