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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC RIYAS MANZIL VELICHIKALA PO KOLLAM | L1 | Accepted-AOC work awarded to L1 | |
| 2 | L2₹10.2 L+₹562.39 (0.06%)Rejected-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | L2 | Rejected-AOC L2 | |
| 3 | L3₹10.5 L+₹32,662.53 (3.21%)Rejected-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | L3 | Rejected-AOC L3 | |
| 4 | L4₹11.3 L+₹1.1 L (10.8%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Hiran mohan L2 | baiju L3 | RAJEEVKUMAR S L4 | RIYAS H L1 |
|---|---|---|---|---|---|---|---|
| 1.00RELINING OF CANAL | |||||||
| 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 | 200 | sqm | 15.59 ₹3,118 | 16 ₹3,200 | 18 ₹3,600 | 15 ₹3,000 Lowest |
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1,742.4 | sqm | 7.94 ₹13,834.66 | 8 ₹13,939.2 | 9 ₹15,681.6 | 7 ₹12,196.8 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 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 | 55.44 | cum | 220.79 ₹12,240.6 Lowest | 227 ₹12,584.88 | 250 ₹13,860 | 221 ₹12,252.24 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 3.56 | cum | 1,332.15 ₹4,749.11 Lowest | 1,375 ₹4,901.88 | 1,450 ₹5,169.25 | 1,336 ₹4,762.84 |
| 1.00 | 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) | 76.26 | cum | 7,343.75 ₹5,60,005 Lowest | 7,584 ₹5,78,325.5 | 8,200 ₹6,25,299.2 | 7,369 ₹5,61,930.46 |
| 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 | 1,155.4 | sqm | 294.63 ₹3,40,415.5 | 304 ₹3,51,241.6 | 320 ₹3,69,728 | 294 ₹3,39,687.6 Lowest |
| 1.01 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | 1,391.25 | per cm depth per 1 m | 6.09 ₹8,472.71 | 6 ₹8,347.5 Lowest | 7 ₹9,738.75 | 6 ₹8,347.5 Lowest |
| 1.01 | OD16167/2026-2027:Manufacturing, supplying and fixing sign boards of size 1.0 x 0.4m made up of 2 mm thick Japan sheet, support frame of M.S. angle iron of size 25x25x3 mm to 2 vertical posts 2.2m long made up of M.S. Tee section ISNT 40x40x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer .Backside of sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat and firmly fixed to the ground after excavation by means of properly designed foundation of size 0.25x0.25x0.45m with CC 1:2:4 using 20mm broken stone including all cost and conveyance of materials, labour charges, leads and lifts etc. complete as per drawing , specification and direction of Engineer--in-charge. (excluding lettering which is paid separately) | 2 | each | 3,203.37 ₹6,406.74 Lowest | 3,307 ₹6,614 | 3,950 ₹7,900 | 3,870 ₹7,740 |
| 2.00fencing near karikkal church | |||||||
Tender Value
₹11.9 L
EMD Value
₹29,660
Closing Date
20 Jul 2026, 4:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, KIP LB Subdivision No 19 Kottiyam
GENERAL Rectification works KIP LB Rectification works of Pallimon Distributory in between Ch 400 m to 910 m under Section 29 19 Kottiyam General Civil Work
2026_Irrig_860280_1
IRR/PII/TR/4670/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Thrippalazhikom
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹29,660
Yes
7 Oct 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RELINING OF CANAL | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 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 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 | 1 | cum | - | - |
| 1.004 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1 | cum | - | - |
| 1.005 | 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) | 0.4 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | - | per cm depth per 1 m | - | - |
| 1.008 | OD16167/2026-2027:Manufacturing, supplying and fixing sign boards of size 1.0 x 0.4m made up of 2 mm thick Japan sheet, support frame of M.S. angle iron of size 25x25x3 mm to 2 vertical posts 2.2m long made up of M.S. Tee section ISNT 40x40x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer .Backside of sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat and firmly fixed to the ground after excavation by means of properly designed foundation of size 0.25x0.25x0.45m with CC 1:2:4 using 20mm broken stone including all cost and conveyance of materials, labour charges, leads and lifts etc. complete as per drawing , specification and direction of Engineer--in-charge. (excluding lettering which is paid separately) | - | each | - | - |
| 2fencing near karikkal church | |||||
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