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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC KORATHARA KANNADY P O PULINCUNNOO ALAPPUZHA | PULINCUNNOO | ALAPPUZHA | KERALA | ₹1.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.1 CrRejected-AOC KUMARAKOM VAIKOM | KOTTAYAM | KERALA | 686001 | ₹1.1 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.1 CrRejected-AOC | ₹1.1 Cr | L3 | Rejected-AOC Rejected |
| 4 | L4₹1.2 CrRejected-AOC | ₹1.2 Cr | L4 | Rejected-AOC Rejected |
| 5 | L5₹1.2 CrRejected-AOC | ₹1.2 Cr | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Joji Joseph L2 | SAJI A KURUVILLA L6 | Thomas Joseph L1 | R.SABU L4 | M A JAMES, Mannasseril L3 | Jackson J L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00side protection work | |||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 2,987.5 | sqm | 16 ₹47,800 | 18.01 ₹53,804.88 | 14 ₹41,825 | 17 ₹50,787.50 | 20 ₹59,750 | 18.5 ₹55,268.75 |
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 60 | each | 476 ₹28,560 | 545.29 ₹32,717.40 | 442 ₹26,520 | 520 ₹31,200 | 550 ₹33,000 | 525.25 ₹31,515 |
| 1.00 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | 70 | each | 326 ₹22,820 | 373.87 ₹26,170.90 | 303 ₹21,210 | 370 ₹25,900 | 300 ₹21,000 | 375.75 ₹26,302.50 |
| 1.00 | 50.2.33.6:Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete | 20 | each | 583 ₹11,660 | 669.22 ₹13,384.40 | 542 ₹10,840 | 667 ₹13,340 | 650 ₹13,000 | 675.25 ₹13,505 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 240.35 | cum | 654 ₹1.6 L | 749.94 ₹1.8 L | 608 ₹1.5 L | 700 ₹1.7 L | 700 ₹1.7 L | 725 ₹1.7 L |
| 1.01 | 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 | 271.57 | cum | 222 ₹60,289.65 | 255.05 ₹69,265.20 | 206 ₹55,944.45 | 255 ₹69,251.63 | 250 ₹67,893.75 | 255.25 ₹69,319.52 |
| 1.01 | OD34541/2025-2026: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. | 271.57 | cum | 3,059 ₹8.3 L | 3,501.83 ₹9.5 L | 2,838 ₹7.7 L | 3,290 ₹8.9 L | 3,500 ₹9.5 L | 3,344.5 ₹9.1 L |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 168.25 | cum | 1,483 ₹2.5 L | 1,698.72 ₹2.9 L | 1,376 ₹2.3 L | 1,600 ₹2.7 L | 1,700 ₹2.9 L | 1,614 ₹2.7 L |
| 1.01 | OD34542/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), 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 | 396.98 | cum | 4,421 ₹17.6 L | 5,060.68 ₹20.1 L | 4,102 ₹16.3 L | 4,755 ₹18.9 L | 5,000 ₹19.8 L | 5,150.25 ₹20.4 L |
Tender Value
₹1.3 Cr
EMD Value
₹50,000
Closing Date
5 Mar 2026, 4:00 pmClosed
Superintending Engineer
Superintending Engineer Kuttanad Development Circle, Vayaskarakkunnu, Kottayam 686001
GENERAL-KP-FMP-Rectification works to the existing damaged protection wall and Bund formation for Kaippuzha Vechoor Puthen kayal agricultural land near Puthenkayal in Vechoor and Arpookara Panchayath -Phase 1-General Civil Work
2026_Irrig_840356_1
IRR/KP/TR/7177/2025_5_1_1/1
Open Tender
Civil Works - Others
540 days
Vechoor and Arpookara
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
29 May 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
25 Feb 2026 - 5 Mar 2026
side protection work
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
50.2.33.6:Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
OD34541/2025-2026: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.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD34542/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), 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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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
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)
OD34996/2025-2026:Supplying and stacking well matured straight 6m long coconut post having avg diameter on 25cm for driving down through various strata below bed level including cost coveyance labour charges etc complete
OD34998/2025-2026:Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length.
OD34997/2025-2026:Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces and tied to the post with iron wires etc complete as per standard specification.
OD34545/2025-2026:Forming earthen bund using stiff heavy kayal clay by earth work in rough excavation and conveyed and banking in layers not exceeding 20 cm in depth, breaking clods, and dressing up in embankments for roads, flood banks, marginal banks and guide banks, with all leads & lifts etc. complete all kind of soil
OD34546/2025-2026:Strengthening the earthen bund using Coir Geo Textile 740 Gsm etc complete including conveyance all other incidental charges as per the direction of Departmental officers at site. one sqm
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