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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.1 L+₹30,482.15 (5.24%)Admitted-Fee/PreQual/Technical/Finance KALPATHOOR MEPPAYUR VATAKARA KOZHIKODE 673525 | KOZHIKODE | KERALA | 673525 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.2 L+₹32,997.20 (5.67%)Admitted-Fee/PreQual/Technical/Finance KERALA KL KERALA | ALAPPUZHA | KERALA | 686534 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.2 L+₹36,577.60 (6.28%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹6.2 L+₹41,290.45 (7.09%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.P. GANESHAN L4 | M.M. BALAKRISHNAN L2 | VK BALAN L1 | N.P. KANARAN L3 | C K AMMED L6 | RLCCS ltd L7 | JASIL KOLAKKADAN L5 | MADATHUMBHAGAM LABOUR CONTRACT CO-OPERATIVE SOCIETY L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 56.38 | cum | 192.14 ₹10,833.62 | 190.25 ₹10,727.06 | 180.78 ₹10,193.1 Lowest | 190.52 ₹10,742.28 | 195.9 ₹11,045.63 | 200 ₹11,276.8 | 193.6 ₹10,915.94 | 202.79 ₹11,434.11 |
| 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) | 20.65 | cum | 5,916.64 ₹1,22,190.45 | 5,858.35 ₹1,20,986.64 | 5,566.89 ₹1,14,967.41 Lowest | 5,883.6 ₹1,21,508.11 | 6,032.5 ₹1,24,583.19 | 6,190 ₹1,27,835.88 | 5,961.5 ₹1,23,116.9 | 6,244.53 ₹1,28,962.03 |
| 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. | 208.8 | sqm | 626.2 ₹1,30,750.56 | 620.03 ₹1,29,462.26 | 589.18 ₹1,23,020.78 Lowest | 622.74 ₹1,30,028.11 | 638.46 ₹1,33,310.45 | 655 ₹1,36,764 | 631 ₹1,31,752.8 | 660.9 ₹1,37,995.92 |
| 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) | 43.97 | cum | 6,391.17 ₹2,81,006.96 | 6,328.21 ₹2,78,238.74 | 6,013.37 ₹2,64,395.85 Lowest | 6,352.65 ₹2,79,313.32 | 6,516.32 ₹2,86,509.56 | 6,680 ₹2,93,706.24 | 6,439.7 ₹2,83,140.73 | 6,745.36 ₹2,96,579.99 |
| 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) | 3.48 | cum | 6,888.52 ₹23,972.05 | 6,820.66 ₹23,735.9 | 6,481.32 ₹22,554.99 Lowest | 6,848.33 ₹23,832.19 | 7,023.41 ₹24,441.47 | 7,210 ₹25,090.8 | 6,940.8 ₹24,153.98 | 7,270.28 ₹25,300.57 |
| 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. | 20.88 | cum | 237.52 ₹4,959.42 | 235.18 ₹4,910.56 | 223.48 ₹4,666.26 Lowest | 235.73 ₹4,922.04 | 242.12 ₹5,055.47 | 248 ₹5,178.24 | 239.3 ₹4,996.58 | 250.68 ₹5,234.2 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 162.4 | sqm | 236.66 ₹38,433.58 | 234.33 ₹38,055.19 | 222.67 ₹36,161.61 Lowest | 235.59 ₹38,259.82 | 241.32 ₹39,190.37 | 245 ₹39,788 | 238.5 ₹38,732.4 | 249.8 ₹40,567.52 |
| 1.01 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 2.42 | cum | 2,738.63 ₹6,613.79 | 2,711.65 ₹6,548.63 | 2,576.74 ₹6,222.83 Lowest | 2,722.22 ₹6,574.16 | 2,792.23 ₹6,743.24 | 2,850 ₹6,882.75 | 2,759.4 ₹6,663.95 | 2,890.36 ₹6,980.22 |
Tender Value
₹7.6 L
EMD Value
₹19,051
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 Ayanikkad BC in between ch 06 000 km to 06 200 km in Arikkulam GP General Civil Work
2026_Irrig_871984_1
IRR/PI/TR/3120/2026_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
ayanikkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,680
Yes
₹19,051
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 | 56.38 | 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) | 20.65 | 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. | 208.8 | 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) | 43.97 | 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) | 3.48 | 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. | 20.88 | cum | - | - |
| 1.007 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 162.4 | sqm | - | - |
| 1.008 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 2.42 | cum | - | - |
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