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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC First lowest | |
| 2 | L2₹1.7 L+₹3,073 (1.82%)Rejected-AOC | L2 | Rejected-AOC Second lowest |
| Sl No | Description | Qty | Unit | BALAN M L1 | Athuljith PM L2 |
|---|---|---|---|---|---|
| 1.00Renovation of wells | |||||
| 1.00 | 9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc | 268.67 | kg | 231.36 ₹62,158.57 Lowest | 231.36 ₹62,158.57 Lowest |
| 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 | 0.88 | cum | 335.74 ₹296.12 Lowest | 335.74 ₹296.12 Lowest |
| 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 | 27.12 | sqm | 125.25 ₹3,396.78 Lowest | 125.25 ₹3,396.78 Lowest |
| 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 | 2.77 | cum | 240.45 ₹665.81 Lowest | 240.45 ₹665.81 Lowest |
| 1.00 | OD193740/2025-2026:
OD301877/2024-2025
Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.84 | cum | 6,496.02 ₹18,435.7 Lowest | 6,496.02 ₹18,435.7 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 7.56 | sqm | 345.11 ₹2,609.03 Lowest | 345.11 ₹2,609.03 Lowest |
| 1.01 | 11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate | 0.48 | sqm | 637.85 ₹306.17 Lowest | 637.85 ₹306.17 Lowest |
| 1.01 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 23.77 | sqm | 437.94 ₹10,408.08 Lowest | 437.94 ₹10,408.08 Lowest |
| 1.01 | OD193762/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm metal filling the joints with fine sand etc . all complete as per the direction of Engineer-in-charge.(Modified 16.68 by replacing sand bed 6 mm stone aggregate bad) | 27.12 | sqm | 1,105.25 ₹29,974.38 Lowest | 1,105.25 ₹29,974.38 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,235
Closing Date
27 Aug 2025, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LID AND EW SECTION, KUNNOTHPARAMBA G P
Kunnothparamba G.P Kalluvalapp anganwadi well renovation in ward 2-Proj. 282/25 . 26-General Civil Work-1
2025_LSGD_788814_4
AE/LSGD/KNP/ETEN-02/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
KUNNOTHPARAMBA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,235
Yes
25 Sept 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
Amount
Renovation of wells
9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
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
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
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
OD193740/2025-2026: OD301877/2024-2025 Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
OD193762/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm metal filling the joints with fine sand etc . all complete as per the direction of Engineer-in-charge.(Modified 16.68 by replacing sand bed 6 mm stone aggregate bad)
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)
5.22.6: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
50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2
50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Athuljith PM (BID ID -2310636)
Bidder Name
Athuljith PM
BALAN M
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