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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.1 LAccepted-AOC KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | MUKESH VARKEY L1 |
|---|---|---|---|---|
| 1.00PULIKKADAV CHECK DAM RENOVATION | ||||
| 1.00 | OD157662/2023-2024:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete. | 50 | metre | 1,122.15 ₹56,107.5 Lowest |
| 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 | 150 | hour | 259.46 ₹38,919 Lowest |
| 1.00 | 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 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 | 270 | cum | 195.11 ₹52,679.7 Lowest |
| 1.00 | 4.1.3:Providing 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) : 4 graded stone aggregate 20 mm nominal size) | 51.94 | cum | 7,284.44 ₹3,78,339.24 Lowest |
| 1.00 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 97.01 | sqm | 787.27 ₹76,373.06 Lowest |
| 1.01 | 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 | 2,856.7 | kilogram | 89.61 ₹2,55,988.89 Lowest |
| 1.01 | OD156188/2023-2024:60.63.1 FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and
sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already
arranged and as per the direction of departmental .officers. | 103.8 | metre | 2,147.2 ₹2,22,879.36 Lowest |
| 1.01 | OD156189/2023-2024:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design
and max water pressure as prescribed by the departmental officer and installing the FRP
channels provided in the grooves already arranged and as per the direction of departmental
.officers | 81 | sqm | 20,530.86 ₹16,62,999.66 Lowest |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 97.01 | sqm | 265.55 ₹25,761.01 Lowest |
Tender Value
₹31.3 L
EMD Value
₹50,000
Closing Date
21 Mar 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
CHECK DAM RENOVATION
2026_LSGD_840584_2
244/25-26
Open Tender
Civil Works - Water Works
Item Wise
365 days
PANATHADI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
1 Jul 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PULIKKADAV CHECK DAM RENOVATION | |||||
| 1.001 | OD157662/2023-2024:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 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 | - | cum | - | - |
| 1.004 | 4.1.3:Providing 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) : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 1.005 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | - | sqm | - | - |
| 1.006 | 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 | 1 | kilogram | - | - |
| 1.007 | OD156188/2023-2024:60.63.1 FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and
sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already
arranged and as per the direction of departmental .officers. | 1 | metre | - | - |
| 1.008 | OD156189/2023-2024:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design
and max water pressure as prescribed by the departmental officer and installing the FRP
channels provided in the grooves already arranged and as per the direction of departmental
.officers | - | sqm | - | - |
| 1.009 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | - | sqm | - | - |
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