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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹4.3 L+₹3,179.13 (0.75%)Rejected-AOC THADATHIL PARIYARAM | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | JITHIN THOMAS L1 | SUMITH P THADATHIL L2 |
|---|---|---|---|---|---|
| 1.00Kavu Protection work | |||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 20.75 | cum | 359.72 ₹7,464.19 Lowest | 365 ₹7,573.75 |
| 1.00 | OD211407/2025-2026: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 | 20.75 | cum | 3,993.46 ₹82,864.3 Lowest | 4,000 ₹83,000 |
| 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) | 17.77 | cum | 8,343.49 ₹1,48,305.53 Lowest | 8,400 ₹1,49,310 |
| 1.00 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1.94 | cum | 9,062.66 ₹17,536.25 Lowest | 9,065 ₹17,540.78 |
| 1.00 | OD254247/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by
ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge(50.2.25.1 modified) | 45 | cum | 1,238.62 ₹55,737.9 Lowest | 1,240 ₹55,800 |
| 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 | 116.1 | kilogram | 112.43 ₹13,053.12 Lowest | 115 ₹13,351.5 |
| 1.01 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 294.12 | kg | 194.27 ₹57,138.69 Lowest | 200 ₹58,824 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 2.19 | cum | 6,831.14 ₹14,946.53 Lowest | 6,850 ₹14,987.8 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 35.06 | sqm | 369.76 ₹12,964.89 Lowest | 370 ₹12,973.31 |
Tender Value
₹4.2 L
EMD Value
₹10,582
Closing Date
29 Oct 2025, 4:00 pmClosed
Assistant Engineer
LID EW SUB DIVISION CHENGANNUR
Annual Plan-Chengannur Block panchayath 2025-26 Pro.no-23-Perigelipuram School kavu Protection at Bhudhanoor GP
2025_LSGD_811734_1
2025_LSGD_AEE_21_CNGR_23_perng
Open Tender
Civil Works - Others
Item Rate
180 days
Puliyoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,582
Yes
8 Jun 2026
22 Oct 2025
31 Oct 2025
22 Oct 2025
29 Oct 2025
22 Oct 2025
22 Oct 2025 - 29 Oct 2025
Amount
Kavu Protection work
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD211407/2025-2026: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)
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
OD254247/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge(50.2.25.1 modified)
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
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
OD214392/2025-2026:Name Board
SUMITH P THADATHIL (BID ID -2418392)
Bidder Name
SUMITH P THADATHIL
JITHIN THOMAS
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