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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.8 L+₹206.53 (0.07%)Admitted-Fee/PreQual/Technical/Finance | ₹2.8 L+₹206.53 (0.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JAFAR CHAVILAKADAN L2 | SHIHABUDHEEN I L1 |
|---|---|---|---|---|---|
| 1.00Thekkeparambu drinking water well | |||||
| 1.00 | 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 | 30 | hour | 349.12 ₹10,473.6 Lowest | 349.12 ₹10,473.6 Lowest |
| 1.00 | OD164798/2026-2027:Engaging special Mazdoor for cleaning | 21 | Day | 1,093.4 ₹22,961.4 Lowest | 1,093.4 ₹22,961.4 Lowest |
| 1.00 | 50.5.7:Reinforced cement concrete work in well-staining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 4.77 | cum | 9,949.48 ₹47,488.87 Lowest | 9,949.48 ₹47,488.87 Lowest |
| 1.00 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 95.46 | sqm | 312.16 ₹29,797.54 Lowest | 312.16 ₹29,797.54 Lowest |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 477.3 | kg | 113.58 ₹54,211.73 Lowest | 113.58 ₹54,211.73 Lowest |
| 1.01 | OD479768/2025-2026:Supplying and filling with 6mm stone aggregates in trenches and embakments as per directiopn of site engineer-in charge. | 31.4 | cum | 3,299.85 ₹1,03,615.29 | 3,294.69 ₹1,03,453.27 Lowest |
| 1.01 | 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 | 4.77 | cum | 736.94 ₹3,517.41 Lowest | 736.94 ₹3,517.41 Lowest |
| 1.01 | OD489046/2025-2026: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 disposal of
excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly
dressed.All kinds of soil depth 4.50m to 6.00m | 14.13 | cum | 660.58 ₹9,334 | 657.43 ₹9,289.49 Lowest |
Tender Value
₹2.6 L
EMD Value
₹6,391
Closing Date
9 Sept 2026, 2:00 pmClosed
ASSISTANT ENGINEER
THE ASSISTANT ENGINEER LID EW SECTION A R NAGAR GP 676305
Annual Plan-Abdurahiman nagar GP-Aralaparambu Thekkeparambu Colony Drinking water Project- WARD 9 -General Civil Work Proj No 299/27
2026_LSGD_866801_19
01/AE/ARNR/26-27
Open Tender
Civil Works - Others
Item Rate
360 days
A R NAGAR GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹565
₹6,391
10 Sept 2026
1 Sept 2026
10 Sept 2026
1 Sept 2026
9 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Thekkeparambu drinking water well | |||||
| 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 | - | hour | - | - |
| 1.002 | OD164798/2026-2027:Engaging special Mazdoor for cleaning | - | Day | - | - |
| 1.003 | 50.5.7:Reinforced cement concrete work in well-staining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1 | cum | - | - |
| 1.004 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 0.4 | sqm | - | - |
| 1.005 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - |
| 1.006 | OD479768/2025-2026:Supplying and filling with 6mm stone aggregates in trenches and embakments as per directiopn of site engineer-in charge. | 1 | cum | - | - |
| 1.007 | 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 | 1 | cum | - | - |
| 1.008 | OD489046/2025-2026: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 disposal of
excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly
dressed.All kinds of soil depth 4.50m to 6.00m | - | cum | - | - |
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