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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC NELLIMOOTTIL THOTTUVA MANAKKALA P O ADOOR | L1 | Accepted-AOC LEAST QUOTED AMOUNT , HENCE IT IS ACCEPTED | |
| 2 | L2₹9.0 L+₹56,031.43 (6.63%)Rejected-AOC PALLIYADIYIL VEEDU MUTHUPILAKKADU WEST PO SASTHAMCOTTA 690520 | SASTHAMCOTTA | KOLLAM | KERALA | 690520 | L2 | Rejected-AOC HIGHLY QUOTED , HENCE IT IS REJECTED | |
| 3 | L3₹9.1 L+₹65,108.31 (7.71%)Rejected-AOC | L3 | Rejected-AOC HIGHLY QUOTED , HENCE IT IS REJECTED | |
| 4 | L4₹9.1 L+₹65,173.66 (7.72%)Rejected-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | L4 | Rejected-AOC HIGHLY QUOTED , HENCE IT IS REJECTED |
| Sl No | Description | Qty | Unit | SABU B L3 | Jayakumar L2 | Hiran mohan L4 | RAY THOMAS L1 |
|---|---|---|---|---|---|---|---|
| 1.00Rectification work on canal | |||||||
| 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) | 2.2 | cum | 1,400 ₹3,081.4 | 1,377.22 ₹3,031.26 Lowest | 1,391.21 ₹3,062.05 | 1,711.6 ₹3,767.23 |
| 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. | 10 | each | 340 ₹3,400 | 334.6 ₹3,346 | 338.01 ₹3,380.1 | 292 ₹2,920 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 | 33.35 | cum | 235 ₹7,837.25 | 228.26 ₹7,612.47 | 230.58 ₹7,689.84 | 214 ₹7,136.9 Lowest |
| 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) | 72.25 | cum | 7,700 ₹5,56,348.1 | 7,592.26 ₹5,48,563.56 | 7,669.38 ₹5,54,135.71 | 7,104 ₹5,13,285.31 Lowest |
| 1.00 | 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 | 1,094.75 | sqm | 305 ₹3,33,898.75 | 304.6 ₹3,33,460.85 | 307.69 ₹3,36,843.63 | 286 ₹3,13,098.5 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. | 750.75 | per cm depth per 1 m | 7 ₹5,255.25 | 6.3 ₹4,729.73 | 6.36 ₹4,774.77 | 6 ₹4,504.5 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,416
Closing Date
30 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
KIP(RB) Sub division no.26 , Karunagapally
GENERAL KIP Action plan 2025 26 Urgent Rectification works to arrest heavy seepage at ch 2920m 4050m of Chavara distributary General Civil Work
2026_Irrig_861878_1
IRR/PII/TR/2492/2025_5_6_5/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Sasthamcotta
please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹25,416
Yes
13 Oct 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
30 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification work on canal | |||||
| 1.001 | 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) | - | cum | - | - |
| 1.002 | 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. | - | each | - | - |
| 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 | - | cum | - | - |
| 1.004 | 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) | 0.2 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
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