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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.1 LAccepted-Finance | ₹10.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹10.1 LAccepted-Finance | ₹10.1 L | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | SHAJI JOSEPH L2 | Subhash TN L1 |
|---|---|---|---|---|---|
| 1.00construction of pond | |||||
| 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 | 130.75 | cum | 279.53 ₹36,547.15 | 279.27 ₹36,513.16 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 63.38 | cum | 142.16 ₹9,009.39 | 142.03 ₹9,001.15 |
| 1.00 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 6.14 | cum | 1,611.33 ₹9,890.34 | 1,609.85 ₹9,881.26 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 9.21 | cum | 254.96 ₹2,347.42 | 254.73 ₹2,345.30 |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 8.77 | cum | 1,861.73 ₹16,325.51 | 1,860.01 ₹16,310.43 |
| 1.01 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 96 | hour | 494.58 ₹47,479.68 | 494.12 ₹47,435.52 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 116.08 | sqm | 418.98 ₹48,635.20 | 418.6 ₹48,591.09 |
| 1.01 | 60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete | 36 | each | 646.3 ₹23,266.80 | 645.71 ₹23,245.56 |
| 1.01 | 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) | 52.41 | cum | 9,297.52 ₹4.9 L | 9,288.95 ₹4.9 L |
Tender Value
₹9.3 L
EMD Value
₹23,296
Closing Date
9 Mar 2026, 4:00 pmClosed
Assistant Executive Engineer
O/o AEE, M I Sub Division, Adimali,Camco Junction
GENERAL-construction of pond-Construction of a pond in Kinattukaramuriyil field near Adukkineetti, Perinjamkutty in ward no. 07 of Konnathadi Panchayath-General Civil Work
2026_Irrig_843078_1
IRR/IA/TR/7363/2023_5_1_1/RC 1/1
Open Tender
Civil Works - Others
180 days
Kinattukaramuriyil field near Adukkineetti, Perin
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,055
Yes
₹23,296
Yes
23 Apr 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
construction of pond
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited)
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
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)
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
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)
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.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD32890/2025-2026:Engaging coolie labor for conveying the construction materials by head load from the stack location to the construction site. Head load distance is 100 m.
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