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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC PALLIYADIYIL VEEDU MUTHUPILAKKADU WEST PO SASTHAMCOTTA 690520 | SASTHAMCOTTA | KOLLAM | KERALA | 690520 | ₹12.7 L Quoted ₹12.8 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹14.0 LRejected-AOC THOPPIL HOUSE KAMPALADY PORUVAZHY PO SASTHAMCOTTA 690520 | SASTHAMCOTTA | KOLLAM | KERALA | 690520 | ₹14.0 L | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | Jayakumar L1 | Nizamudeen A L2 |
|---|---|---|---|---|---|
| 1.00Construction of canal road | |||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 93.75 | sqm | 236.5 ₹22,171.88 | 257.63 ₹24,152.81 |
| 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) | 93.75 | cum | 8,478.62 ₹7.9 L | 9,235.97 ₹8.7 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 75 | sqm | 354.49 ₹26,586.75 | 386.16 ₹28,962 |
| 2.00Construction of culvert | |||||
| 2.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.92 | cum | 2,310.54 ₹4,436.24 | 2,516.93 ₹4,832.51 |
| 2.00 | 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 | 157.43 | cum | 236.5 ₹37,232.20 | 257.63 ₹40,558.69 |
| 2.00 | 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 | 35.58 | cum | 3,666 ₹1.3 L | 3,993.46 ₹1.4 L |
| 2.00 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.79 | cum | 9,526.8 ₹45,614.32 | 10,377.78 ₹49,688.81 |
| 2.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 36.03 | sqm | 354.49 ₹12,772.27 | 386.16 ₹13,913.34 |
Tender Value
₹14.0 L
EMD Value
₹34,892
Closing Date
29 Jan 2026, 6:00 pmClosed
Executive Engineer
O/o The Executive Engineer,KIP RB DIV No2 KOTTARAKKARA
LAC ADS MLA ADC oncreting of KIP canal road and construction of culvert in Edakkadu I distributary between Ch.2100to2385m in Kanjiramvila junction ward no V of Poruvazhi Panchayath GeneralcivilWork
2026_Irrig_829467_1
IRR/PII/TR/6474/2025_5_1_1/1
Open Tender
Civil Works - Canal
240 days
Poruvazhy
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹34,892
Yes
28 Apr 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
Construction of canal road
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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
Construction of culvert
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
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
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
4.1.5: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)
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
5.26:Providing and filling in position, blow bitumen in expansion joints.
OD30237/2025-2026:Name board of size 75*60 cm installed in appropriate place visible to the public made of brick work with granite plaque should be inserted and engraving letters etc complete as per the direction of the departmental officers at site
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