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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | ALAPPUZHA | KERALA | 686534 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.5 L+₹24,173.74 (5.69%)Admitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.6 L+₹30,737.64 (7.24%)Admitted-Fee/PreQual/Technical/Finance AR CONSTRUCTIONS | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.6 L+₹37,833.63 (8.91%)Admitted-Fee/PreQual/Technical/Finance 1003 SUB TREASURY DEVIKULAM | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.8 L+₹58,228.50 (13.7%)Admitted-Fee/PreQual/Technical/Finance CHERUVALATH KUNNUMMAL ERAVANNUR MADAVOOR KOZHIKODE 673585 | KOZHIKODE | KERALA | 673585 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VK BALAN L2 | N.P. KANARAN L1 | AR CONSTRUCTIONS L3 | NAVAS CK L5 | RAJAN L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Canal Lining | ||||||||
| 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. | 120 | sqm | 7 ₹840 | 6.62 ₹794.4 Lowest | 7.1 ₹852 | 100 ₹12,000 | 7.22 ₹866.4 |
| 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 | 22 | cum | 194.5 ₹4,279 | 183.54 ₹4,037.88 Lowest | 197.35 ₹4,341.7 | 220 ₹4,840 | 200.45 ₹4,409.9 |
| 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) | 8.8 | cum | 5,989.51 ₹52,707.69 | 5,667.88 ₹49,877.34 Lowest | 6,076.95 ₹53,477.16 | 6,700 ₹58,960 | 6,171.69 ₹54,310.87 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 89.76 | sqm | 633.91 ₹56,899.76 | 599.6 ₹53,820.1 Lowest | 643.17 ₹57,730.94 | 650 ₹58,344 | 653.19 ₹58,630.33 |
| 1.00 | 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 | 1,161.39 | kilogram | 84.87 ₹98,567 | 80.1 ₹93,027.18 Lowest | 86.12 ₹1,00,018.73 | 90 ₹1,04,524.92 | 87.46 ₹1,01,574.99 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 30.8 | cum | 7,522.98 ₹2,31,707.78 | 7,125.45 ₹2,19,463.86 Lowest | 7,632.81 ₹2,35,090.55 | 7,800 ₹2,40,240 | 7,751.81 ₹2,38,755.75 |
| 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. | 15.4 | cum | 240.45 ₹3,702.93 | 227.9 ₹3,509.66 Lowest | 243.96 ₹3,756.98 | 250 ₹3,850 | 247.78 ₹3,815.81 |
Tender Value
₹5.5 L
EMD Value
₹13,647
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 works b w ch 4 300 km and ch 4 400 km of KBCGeneral Civil Work
2026_Irrig_872274_1
IRR/PI/TR/3125/2026_5_4_3/1
Open Tender
Civil Works - Others
Item Rate
180 days
kottur
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,205
Yes
₹13,647
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 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 120 | sqm | - | - |
| 1.002 | 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 | 22 | cum | - | - |
| 1.003 | 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) | 8.8 | cum | - | - |
| 1.004 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 89.76 | sqm | - | - |
| 1.005 | 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 | 1,161.39 | kilogram | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 30.8 | cum | - | - |
| 1.007 | 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. | 15.4 | cum | - | - |
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