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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.0 L+₹9,258.60 (0.78%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.4 L+₹52,470.73 (4.42%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | D.Sivasankaran Nair L1 | JOSEMON THOMAS L2 | Satheesh S L3 |
|---|---|---|---|---|---|---|
| 1.00Pond | ||||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 104 | hour | 340 ₹35,360 | 325.5 ₹33,852 Lowest | 340 ₹35,360 |
| 1.00 | OD88113/2025-2026:Under water contaminated slurry removal by mechanical means (Hydraulic excavator) /manual means over areas including disposal of availed liquid slurry, lead up to 50m and lift up to 1.5m | 60 | cum | 180 ₹10,800 Lowest | 186.6 ₹11,196 | 190 ₹11,400 |
| 1.00 | OD88114/2025-2026:Removing objectionable waste debris from inside the Pond to a distance of 50m outside the periphery of the area cleared | 100 | sqm | 10 ₹1,000 | 8.74 ₹874 Lowest | 240 ₹24,000 |
| 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 | 133.21 | cum | 257 ₹34,234.46 | 242.69 ₹32,328.25 | 240 ₹31,969.92 Lowest |
| 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 | 60.55 | cum | 100 ₹6,054.8 Lowest | 123.43 ₹7,473.44 | 125 ₹7,568.5 |
| 1.01 | OD131256/2025-2026: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 | 184.68 | cum | 3,700 ₹6,83,304.9 Lowest | 3,761.84 ₹6,94,725.33 | 3,850 ₹7,11,006.45 |
| 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) | 8.51 | cum | 10,400 ₹88,545.6 | 9,880.43 ₹84,121.98 Lowest | 10,000 ₹85,140 |
| 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 | 723.42 | kilogram | 95 ₹68,724.52 Lowest | 105.91 ₹76,616.99 | 105 ₹75,958.68 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.66 | sqm | 710 ₹16,087.18 Lowest | 718.64 ₹16,282.95 | 750 ₹16,993.5 |
Tender Value
₹12.7 L
EMD Value
₹31,772
Closing Date
22 Jul 2025, 6:00 pmClosed
Assistant Engineer
O/o Assistant Engineer,LIDEW
Annual Plan-P. No.93/25-26-Sujalam Construction of protection wall in pond of Panchayat Office Compound in Thalayazham GP
2025_LSGD_776604_10
ET1 12/AE/LIDEW/TZM/2025 26
Open Tender
Civil Works - Others
Item Rate
240 days
Thalayazham
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,772
10 Aug 2025
15 Jul 2025
25 Jul 2025
15 Jul 2025
22 Jul 2025
15 Jul 2025
Amount
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD88113/2025-2026:Under water contaminated slurry removal by mechanical means (Hydraulic excavator) /manual means over areas including disposal of availed liquid slurry, lead up to 50m and lift up to 1.5m
OD88114/2025-2026:Removing objectionable waste debris from inside the Pond to a distance of 50m outside the periphery of the area cleared
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
OD131256/2025-2026: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
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
50.2.25.1: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-in-charge
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
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.)
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)
11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
JOSEMON THOMAS (BID ID -2258227)
Satheesh S (BID ID -2256217)
Bidder Name
D.Sivasankaran Nair
JOSEMON THOMAS
Satheesh S
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