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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.5 L+₹9,317.35 (1.47%)Admitted-Fee/PreQual/Technical/Finance AR CONSTRUCTIONS | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.5 L+₹14,140.89 (2.22%)Admitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | ALAPPUZHA | KERALA | 686534 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.8 L+₹44,024.51 (6.92%)Admitted-Fee/PreQual/Technical/Finance KALPATHOOR MEPPAYUR VATAKARA KOZHIKODE 673525 | KOZHIKODE | KERALA | 673525 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.2 L+₹82,124.13 (12.9%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M.M. BALAKRISHNAN L4 | VK BALAN L1 | AR CONSTRUCTIONS L2 | N.P. KANARAN L3 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00CANAL LINING | ||||||||
| 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 | 154.9 | cum | 190.01 ₹29,432.55 | 177.7 ₹27,525.73 Lowest | 180.32 ₹27,931.57 | 180 ₹27,882 | 200.12 ₹30,998.59 |
| 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) | 30.15 | cum | 5,851.06 ₹1,76,409.46 | 5,472.16 ₹1,64,985.62 Lowest | 5,552.32 ₹1,67,402.45 | 5,650 ₹1,70,347.5 | 6,180.22 ₹1,86,333.63 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 177 | sqm | 619.26 ₹1,09,609.02 | 579.16 ₹1,02,511.32 | 587.65 ₹1,04,014.05 | 575 ₹1,01,775 Lowest | 653.8 ₹1,15,722.6 |
| 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) | 43.2 | cum | 6,320.34 ₹2,73,038.69 | 5,911.05 ₹2,55,357.36 Lowest | 5,997.63 ₹2,59,097.62 | 6,100 ₹2,63,520 | 6,672.9 ₹2,88,269.28 |
| 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) | 8.25 | cum | 6,812.17 ₹56,200.4 | 6,371.04 ₹52,561.08 Lowest | 6,464.36 ₹53,330.97 | 6,600 ₹54,450 | 7,193.58 ₹59,347.04 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 30 | cum | 234.89 ₹7,046.7 | 219.68 ₹6,590.4 Lowest | 222.9 ₹6,687 | 227.45 ₹6,823.5 | 250.15 ₹7,504.5 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 120 | sqm | 234.04 ₹28,084.8 | 218.88 ₹26,265.6 | 222.09 ₹26,650.8 | 209.5 ₹25,140 Lowest | 247.88 ₹29,745.6 |
Tender Value
₹8.5 L
EMD Value
₹21,165
Closing Date
30 Sept 2026, 6:00 pmClosed
Assistant Executive Engineer KYIP O and M Sub Divi
Assistant Executive Engineer KYIP O and M Sub Division peruvannamuzhi
GENERAL KyIP ACP(PLAN) 2026 27 Rectification work at Leak portion in LBMC between ch 23 000 km to ch 25 000 km General Civil Work
2026_Irrig_872053_1
IRR/PI/TR/3120/2026_5_3_2/1
Open Tender
Civil Works - Others
Item Rate
180 days
kalpathur
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,165
Yes
3 Oct 2026
23 Sept 2026
3 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CANAL LINING | |||||
| 1.001 | 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 | 154.9 | cum | - | - |
| 1.002 | 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) | 30.15 | cum | - | - |
| 1.003 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 177 | sqm | - | - |
| 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) | 43.2 | cum | - | - |
| 1.005 | 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) | 8.25 | cum | - | - |
| 1.006 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 30 | cum | - | - |
| 1.007 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 120 | sqm | - | - |
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