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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance RIYAS MANZIL VELICHIKALA PO KOLLAM | L1 | Accepted-Finance FINANCIALLY QUALIFIED | |
| 2 | L2₹5.4 L+₹32,390.98 (6.44%)Accepted-Finance 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | L2 | Accepted-Finance FINANCIALLY QUALIFIED | |
| 3 | L3₹5.5 L+₹42,798.25 (8.51%)Accepted-Finance | L3 | Accepted-Finance FINANCIALLY QUALIFIED | |
| 4 | L4₹5.9 L+₹89,192.17 (17.7%)Accepted-Finance GOPIKA BHAVAN MARUTHAMONPPALLY POOYAPPALLY P O | THIRUVANANTHAPURAM | KERALA | 695001 | L4 | Accepted-Finance FINANCIALLY QUALIFIED | |
| 5 | L5₹5.9 L+₹90,192.51 (17.9%)Accepted-Finance KUMARAKOM VAIKOM | L5 | Accepted-Finance FINANCIALLY QUALIFIED |
| Sl No | Description | Qty | Unit | baiju L2 | VISHNU L5 | RIYAS H L1 | RENJITH G L4 | RAJEEVKUMAR S L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A-Canal relining | ||||||||
| 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. | 436 | sqm | 15.5 ₹6,758 | 9.27 ₹4,041.72 | 6 ₹2,616 Lowest | 9 ₹3,924 | 7 ₹3,052 |
| 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 | 51.25 | cum | 233 ₹11,941.25 | 257.63 ₹13,203.54 | 218 ₹11,172.5 Lowest | 257 ₹13,171.25 | 225 ₹11,531.25 |
| 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) | 1.84 | cum | 1,414 ₹2,601.76 | 1,554.43 ₹2,860.15 | 1,300 ₹2,392 Lowest | 1,554 ₹2,859.36 | 1,500 ₹2,760 |
| 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) | 41.21 | cum | 7,712 ₹3,17,788.38 | 8,569.14 ₹3,53,108.55 | 7,320 ₹3,01,635.24 Lowest | 8,562.5 ₹3,52,834.94 | 8,000 ₹3,29,656 |
| 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 | 624.35 | sqm | 306 ₹1,91,051.71 | 343.79 ₹2,14,645.97 | 290 ₹1,81,062.08 Lowest | 343 ₹2,14,152.74 | 310 ₹1,93,549.12 |
| 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. | 751.8 | per cm depth per 1 m | 7 ₹5,262.6 | 7.11 ₹5,345.3 | 5.5 ₹4,134.9 Lowest | 7 ₹5,262.6 | 7 ₹5,262.6 |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
20 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
OFFICE OF ASSISTANT EXECUTIVE ENGINEER KIP LB Subdivision No 19 Kottiyam
GENERAL Rectification Works KIP LB Kottiyam Branch Canal Urgent rectification of Kottiyam Branch Canal from Ch 17900 m to Ch 18100 m General Civil Work
2026_Irrig_860228_1
IRR/PII/TR/2803/2025_5_7_6/1
Open Tender
Civil Works - Canal
Item Rate
240 days
kottiyam
Please refer tender documents
7 documents required · 7 mandatory
₹1,310
₹14,830
Yes
29 Jul 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 |
|---|---|---|---|---|---|
| 1Appendix A-Canal relining | |||||
| 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. | - | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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) | - | 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 | 0.8 | 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. | 1 | per cm depth per 1 m | - | - |
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