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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC ADUKKATTU HOUSE THIMIRI PO | KERALA | L1 | Accepted-AOC 1ST LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical 2ND LOWEST |
| Sl No | Description | Qty | Unit | A K REJEESH L1 | KUNHIRAMAN ADUKKADAN L2 |
|---|---|---|---|---|---|
| 1.00Checkdam | |||||
| 1.00 | OD239167/2025-2026: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.(Data for 10m) (Same as Item No.60.1.2) | 18 | metre | 466.69 ₹8,400.42 Lowest | 496.43 ₹8,935.74 |
| 1.00 | OD239166/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Same as item No.60.2.2 | 200 | hour | 495.96 ₹99,192 Lowest | 527.56 ₹1,05,512 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 96.19 | cum | 296.74 ₹28,542.83 Lowest | 315.65 ₹30,361.74 |
| 1.00 | 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) | 8.56 | cum | 6,286.65 ₹53,807.44 Lowest | 6,687.21 ₹57,235.83 |
| 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 29.03 | cum | 7,371.9 ₹2,13,998.89 Lowest | 7,841.61 ₹2,27,634.1 |
| 1.01 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 170.62 | cum | 8,009.65 ₹13,66,590.46 Lowest | 8,520 ₹14,53,665.36 |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 215.53 | sqm | 815.56 ₹1,75,777.65 Lowest | 867.52 ₹1,86,976.59 |
| 1.01 | OD440467/2025-2026: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. | 15.64 | sqm | 20,776.17 ₹3,24,939.3 Lowest | 22,099.96 ₹3,45,643.37 |
| 1.01 | OD440468/2025-2026: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. | 25.2 | 1 meter | 2,172.85 ₹54,755.82 Lowest | 2,311.3 ₹58,244.76 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
11 Feb 2026, 6:00 pmClosed
Assistant Engineer
LIDEW Section Eramam Kuttur Gramapanchayath
Prjno287/25-26 Construction of Check Dam at Koothambalam
2026_LSGD_832717_5
187/25-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
mathamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
20 Apr 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
Checkdam
OD239167/2025-2026: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.(Data for 10m) (Same as Item No.60.1.2)
OD239166/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Same as item No.60.2.2
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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)
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
OD440467/2025-2026: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.
OD440468/2025-2026: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.
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)
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
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