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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC THONIPURACKAL HOUSE MUHAMMA PO PIN 688 525 CHERTHALA ALAPPUZHA | ALAPPUZHA | KERALA | 688525 | L1 | Accepted-AOC lowest | |
| 2 | Rejected-Technical KERALA KL | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | S.Ramesh L2 | PS.Ambikesan L1 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||
| 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 | 51.75 | cum | 402.89 ₹20,849.56 | 395.33 ₹20,458.33 Lowest |
| 1.00 | OD90281/2025-2026:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete | 148.24 | cum | 4,472.68 ₹6,63,007.72 | 4,388.81 ₹6,50,575.25 Lowest |
| 1.00 | 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 | 279.39 | kilogram | 125.92 ₹35,180.54 | 123.56 ₹34,521.18 Lowest |
| 1.00 | 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 | 3.99 | cum | 11,747.42 ₹46,883.95 | 11,527.16 ₹46,004.9 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 7.98 | sqm | 432.5 ₹3,452.65 | 424.39 ₹3,387.91 Lowest |
| 1.01 | OD90280/2025-2026:Random rubble masonry with departmental hard stone in foundation and plinth without through and bond stone 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) | 24.54 | cum | 6,199.58 ₹1,52,150.09 | 6,083.34 ₹1,49,297.33 Lowest |
| 1.01 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 0.56 | cum | 9,683.13 ₹5,422.55 | 9,501.57 ₹5,320.88 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 11.9 | sqm | 414.13 ₹4,928.15 | 406.37 ₹4,835.8 Lowest |
| 1.01 | OD90279/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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-in-charge. | 11.98 | cum | 1,335.31 ₹15,999.68 | 1,310.27 ₹15,699.66 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,158
Closing Date
2 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW Section,MuhammaGrama Panchayat
Annual Plan-PROJECT NO. 77/26 RENOVATION OF AYYANKOVIL POND-MUHAMMA GP 2025-26
2025_LSGD_788811_9
1/AE/LIDEW/MHMA
Open Tender
Civil Works - Others
Item Rate
Muhamma
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,158
Yes
24 Dec 2025
21 Aug 2025
6 Sept 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
Amount
SIDE PROTECTION
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
OD90281/2025-2026:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD90280/2025-2026:Random rubble masonry with departmental hard stone in foundation and plinth without through and bond stone 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)
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD90279/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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-in-charge.
S.Ramesh (BID ID -2322240)
Bidder Name
PS.Ambikesan
S.Ramesh
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