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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.4 L+₹12,601.97 (2.92%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹12,601.97 (2.92%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.5 L+₹19,757.51 (4.58%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹19,757.51 (4.58%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.6 L+₹33,043.12 (7.65%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹33,043.12 (7.65%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.7 L+₹39,908.96 (9.24%)Admitted-Fee/PreQual/Technical/Finance | ₹4.7 L+₹39,908.96 (9.24%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SA FAROOK L5 | B UDAYAKUMAR L2 | REJI KUMARAN THAMPI G L3 | BEE BUILDERS L6 | MANILAL M L L4 | AKHIL KRISHNAN R V L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00TOILET | |||||||||
| 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 | 8.65 | cum | 244.26 ₹2,113.34 | 230.12 ₹1,991 | 245 ₹2,119.74 | 263 ₹2,275.48 | 400 ₹3,460.8 | 220 ₹1,903.44 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 derived from natural sources) | 0.09 | cum | 9,944.53 ₹934.79 | 9,368.76 ₹880.66 | 9,500 ₹893 | 10,721 ₹1,007.77 | 9,500 ₹893 | 8,000 ₹752 Lowest |
| 1.00 | 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) | 0.27 | cum | 7,521.26 ₹2,030.74 | 7,085.8 ₹1,913.17 | 7,750 ₹2,092.5 | 8,109 ₹2,189.43 | 8,100 ₹2,187 | 7,000 ₹1,890 Lowest |
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 8.95 | cum | 7,150.5 ₹63,968.37 | 6,828.9 ₹61,091.34 | 7,250 ₹64,858.5 | 6,000 ₹53,676 Lowest | 8,900 ₹79,619.4 | 7,000 ₹62,622 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5.3 | cum | 12,744.65 ₹67,584.88 | 12,006.76 ₹63,671.85 | 12,250 ₹64,961.75 | 12,000 ₹63,636 | 10,600 ₹56,211.8 Lowest | 11,000 ₹58,333 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 20.79 | sqm | 911.36 ₹18,947.17 | 858.6 ₹17,850.29 | 900 ₹18,711 | 982 ₹20,415.78 | 815 ₹16,943.85 | 800 ₹16,632 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 25.28 | sqm | 723.3 ₹18,285.02 | 681.42 ₹17,226.3 | 700 ₹17,696 | 779 ₹19,693.12 | 649 ₹16,406.72 | 600 ₹15,168 Lowest |
| 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 | 477.27 | kilogram | 106.59 ₹50,872.21 | 100.42 ₹47,927.45 | 95 ₹45,340.65 | 100 ₹47,727 | 94 ₹44,863.38 Lowest | 105 ₹50,113.35 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 43.38 | sqm | 350.58 ₹15,208.16 | 330.28 ₹14,327.55 | 350 ₹15,183 | 377 ₹16,354.26 | 420 ₹18,219.6 | 300 ₹13,014 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,712
Closing Date
8 Sept 2026, 6:00 pmClosed
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
PR NO-416/27-Construction of a toilet near the Balikadavu at Karipooru Temple -Nedumangad Municipality-General Civil Work
2026_LSGD_866786_1
416/AE/MUN/NDD/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Nedumangad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,712
Yes
15 Sept 2026
29 Aug 2026
10 Sept 2026
29 Aug 2026
8 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TOILET | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.005 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 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 | kilogram | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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