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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-AOC | ₹28.4 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹31.9 L+₹3.4 L (12.0%)Rejected-AOC | ₹31.9 L+₹3.4 L (12.0%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | chalil constructions L1 | JACOB VADAKKAN L2 |
|---|---|---|---|---|---|
| 1.00Protection Work | |||||
| 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 | 157.88 | cum | 216.15 ₹34,124.68 Lowest | 242.17 ₹38,232.59 |
| 1.00 | OD34265/2023-2024:Providing dowel barsof size 16mm dia of 1m long and 1m c/c (60 cm in rock and 40 cm in concrete L shape) including drilling holes 0f 20mm dia. to a depth of 60 cm in rock and filling the gap with cement grout (0.10 kg/each)etc. complete. | 70 | each | 349.02 ₹24,431.4 Lowest | 391.03 ₹27,372.1 |
| 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) | 105.65 | cum | 7,748.98 ₹8,18,687.49 Lowest | 8,681.81 ₹9,17,241.91 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 38.7 | sqm | 323.99 ₹12,538.41 Lowest | 362.99 ₹14,047.71 |
| 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. | 181.31 | sqm | 704.42 ₹1,27,719.09 Lowest | 789.22 ₹1,43,094.27 |
| 1.01 | 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 | 3,173.55 | kilogram | 94.33 ₹2,99,361.44 Lowest | 105.68 ₹3,35,381.29 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 14.48 | cum | 8,189.33 ₹1,18,573.31 Lowest | 9,175.17 ₹1,32,847.29 |
| 1.01 | 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 | 418.6 | cum | 3,350.51 ₹14,02,526.84 Lowest | 3,753.85 ₹15,71,365.36 |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 61.5 | metre | 94.87 ₹5,834.51 Lowest | 106.54 ₹6,552.21 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
6 Mar 2026, 2:00 pmClosed
Executive Engineer Irrigation Division Kottayam
O/O Executive Engineer Irrigation Division Kottayam
GENERAL Protection work to the Right bank of Nachar River near Valiyaparambil bhagom in Ward No 6 of Arakkulam Panchayath in Idukki LA constituency PROTECTION WORK General Civil Work
2026_Irrig_837102_2
IRR/IA/TR/490/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Arakkulam Grama Panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
23 May 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
Protection Work
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
OD34265/2023-2024:Providing dowel barsof size 16mm dia of 1m long and 1m c/c (60 cm in rock and 40 cm in concrete L shape) including drilling holes 0f 20mm dia. to a depth of 60 cm in rock and filling the gap with cement grout (0.10 kg/each)etc. complete.
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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