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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC KORATHARA KANNADY P O PULINCUNNOO ALAPPUZHA | PULINCUNNOO | ALAPPUZHA | KERALA | ₹15.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.9 LRejected-AOC KOOLETTU HOUSE NEERIKKADU P O KOTTAYAM 686564 | KOTTAYAM | KOTTAYAM | KERALA | 686564 | ₹16.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | kjthomas L2 | Thomas Joseph L1 |
|---|---|---|---|---|---|
| 1.00Construction of retaining wall | |||||
| 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 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 | 49.06 | cum | 200 ₹9,811.20 | 195 ₹9,565.92 |
| 1.00 | OD24869/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance of
material and labour charges etc. complete as per direction of departmental officers at site | 49.06 | cum | 3,250 ₹1.6 L | 2,688 ₹1.3 L |
| 1.00 | OD24870/2025-2026:Common Approved OD-1.2: Dry rubble masonry (without concrete levelling course) with good quality blasted rubble and 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 | 105.83 | cum | 4,500 ₹4.8 L | 3,884 ₹4.1 L |
| 1.00 | 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) | 9.39 | cum | 8,000 ₹75,128 | 6,341 ₹59,548.33 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 22 | sqm | 325 ₹7,150.98 | 293 ₹6,446.88 |
| 1.01 | 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) | 4.56 | cum | 10,000 ₹45,630 | 7,971 ₹36,371.67 |
| 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 | 342.23 | kilogram | 100 ₹34,222.50 | 85 ₹29,089.13 |
| 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) | 0.75 | cum | 9,000 ₹6,750 | 6,887 ₹5,165.25 |
| 1.01 | 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) | 1.46 | cum | 8,000 ₹11,712 | 6,512 ₹9,533.57 |
Tender Value
₹20.2 L
EMD Value
₹50,000
Closing Date
17 Feb 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer, K.D.Division, Thanneermukkom
GENERAL-Moozhoor padasekharamImprovements to Moozhoor padasekharam in Kottayam municipality Phase II-General Civil Work
2026_Irrig_835263_1
24/EE/KD/2025-26
Open Tender
Civil Works - Others
270 days
Kottayam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
17 Mar 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Construction of retaining wall
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
OD24869/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site
OD24870/2025-2026:Common Approved OD-1.2: Dry rubble masonry (without concrete levelling course) with good quality blasted rubble and 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
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
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)
4.1.5: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)
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)
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.
60.63.2: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.
Desilting
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
BUND FORMATION
OD34599/2025-2026:Bund formation: Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil(2.2.1-2.4-2.5)
OD34646/2025-2026:Strengthening slopes/earthen bund using coir geo-textiles (740GSM) etc complete including conveyance and all other incidental charges as per the directions of the departmental officers at site
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