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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.V (1) dtd.23-10-2025 of kottayi GP | |
| 2 | L2₹6.9 L+₹61,977.43 (9.83%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Suresh M B L1 | BALAKRISHNAN.M L2 |
|---|---|---|---|---|---|
| 1.00soak pit construction | |||||
| 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 | 28 | cum | 257.63 ₹7,213.64 Lowest | 282 ₹7,896 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 36.4 | cum | 517.87 ₹18,850.47 Lowest | 568 ₹20,675.2 |
| 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 | 28 | cum | 131.02 ₹3,668.56 Lowest | 144 ₹4,032 |
| 1.00 | OD274041/2025-2026: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 | 46.55 | cum | 3,993.46 ₹1,85,903.55 Lowest | 4,392 ₹2,04,456.38 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 5.15 | cum | 8,343.49 ₹42,985.66 Lowest | 9,177 ₹47,279.9 |
| 1.01 | OD274042/2025-2026: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. | 15 | metre | 1,130.8 ₹16,962 Lowest | 1,243 ₹18,645 |
| 1.01 | 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) | 13.01 | cum | 10,488.77 ₹1,36,437.92 Lowest | 11,536 ₹1,50,060.29 |
| 1.01 | 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. | 12.55 | sqm | 839.6 ₹10,536.98 Lowest | 922 ₹11,571.1 |
| 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 | 1,271.36 | kilogram | 112.43 ₹1,42,939 Lowest | 123 ₹1,56,377.28 |
Tender Value
₹6.3 L
EMD Value
₹15,761
Closing Date
15 Oct 2025, 5:00 pmClosed
Chithra.G
Kottayi Gp LID EW Section
Annual Plan Kottayi GP 2025 26 Project no 216 26 Construction of Soak pit at Community Hall
2025_LSGD_805623_2
E-tender 04 2025 26 AE LID EW SECTION KOTTAYIGP
Open Tender
Civil Works - Bridges
Item Rate
180 days
Kottayi Gp LID EW Section
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,390
Yes
₹15,761
Yes
27 Dec 2025
7 Oct 2025
17 Oct 2025
7 Oct 2025
15 Oct 2025
7 Oct 2025
Amount
soak pit construction
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
2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
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
OD274041/2025-2026: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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
OD274042/2025-2026: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.
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)
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
OD274247/2025-2026:Filling with 20mm and 10mm Metal Supplying and filling with 20mm & 10mm metal inside soak pit
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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)
BALAKRISHNAN.M (BID ID -2389058)
Bidder Name
Suresh M B
BALAKRISHNAN.M
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