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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-Finance | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹4.2 L+₹20,426.91 (5.10%)Accepted-Finance | L2 | Accepted-Finance Second lowest bidder | |
| 3 | L3₹4.7 L+₹70,296.31 (17.6%)Accepted-Finance VAIKOM RANNI P O 689 672 KERALA | PATHANAMTHITTA | KERALA | 689672 | L3 | Accepted-Finance Third lowest bidder |
| Sl No | Description | Qty | Unit | Ranny Taluk Labour Contract Co-operative SocityLtd L3 | V G RAJU L2 | MURALEEDHARAN M R L1 |
|---|---|---|---|---|---|---|
| 1.00Rectification of koledathukadavu and poovathur padinjarekadavu | ||||||
| 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 | 37.75 | cum | 300 ₹11,325.6 | 257 ₹9,702.26 | 244.75 ₹9,239.8 Lowest |
| 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) | 6.01 | cum | 8,500 ₹51,051 | 7,900 ₹47,447.4 | 7,536.25 ₹45,262.72 Lowest |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 29.48 | cum | 3,500 ₹1,03,194 | 2,960 ₹87,272.64 | 2,818.83 ₹83,110.38 Lowest |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 54 | cum | 4,500 ₹2,43,000 | 3,990 ₹2,15,460 | 3,793.79 ₹2,04,864.66 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 21.68 | sqm | 400 ₹8,670 | 385 ₹8,344.88 | 366.85 ₹7,951.47 Lowest |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 6.29 | cum | 8,500 ₹53,499 | 8,364 ₹52,643.02 | 7,946.34 ₹50,014.26 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,538
Closing Date
25 Sept 2026, 2:00 pmClosed
Assistant Executive Engineer
O/o the Assistant Executive Engineer Irrigation Sub Division Pathanamthitta
GENERAL-KOLEDATHUKADAVU AND POOVATHUR PADINJARE KADAVU-Rectification of koledathukadavu and poovathur padinjarekadavu in the right bank of Pampa river in koipuram panchayath of Aranmula constituency -General Civil Work
2026_Irrig_869545_1
IRR/IA/2024/2026-2027
Open Tender
Civil Works - Others
Item Rate
180 days
ARANMULA
Please refer Tender documents.
10 documents required · 10 mandatory
₹930
Yes
₹10,538
Yes
28 Sept 2026
14 Sept 2026
26 Sept 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification of koledathukadavu and poovathur padinjarekadavu | |||||
| 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 | 37.75 | 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) | 6.01 | cum | - | - |
| 1.003 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 29.48 | cum | - | - |
| 1.004 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 54 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 21.68 | sqm | - | - |
| 1.006 | 4.1.6: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 40 mm nominal size derived from natural sources) | 6.29 | cum | - | - |
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