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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.4 L+₹59,148.67 (5.46%)Admitted-Fee/PreQual/Technical/Finance | ₹11.4 L+₹59,148.67 (5.46%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.5 L+₹63,814.20 (5.90%)Admitted-Fee/PreQual/Technical/Finance | ₹11.5 L+₹63,814.20 (5.90%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹11.9 L+₹1.1 L (10.1%)Admitted-Fee/PreQual/Technical/Finance | ₹11.9 L+₹1.1 L (10.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹11.9 L+₹1.1 L (10.3%)Admitted-Fee/PreQual/Technical/Finance | ₹11.9 L+₹1.1 L (10.3%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | T SUNIL KUMAR L2 | K P RAJAN L4 | ANOOP C L1 | MANILAL M L L5 | PRAKASH P L3 | BEE BUILDERS L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00TOILET | |||||||||
| 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 | 16.43 | cum | 335 ₹5,502.38 | 340.14 ₹5,586.8 | 300 ₹4,927.5 Lowest | 386 ₹6,340.05 | 327.27 ₹5,375.41 | 367 ₹6,027.98 |
| 1.00 | OD159027/2026-2027:DR masonry without concrete levelling course with good quality blasted rubble including
packing etc complete as per the Deptl officers at site | 12.38 | cum | 3,400 ₹42,075 Lowest | 3,776.04 ₹46,728.5 | 3,500 ₹43,312.5 | 6,500 ₹80,437.5 | 3,633.17 ₹44,960.48 | 4,082 ₹50,514.75 |
| 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) | 4.16 | cum | 9,500 ₹39,548.5 | 9,917.72 ₹41,287.47 | 8,000 ₹33,304 Lowest | 9,500 ₹39,548.5 | 9,542.46 ₹39,725.26 | 10,721 ₹44,631.52 |
| 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) | 3.01 | cum | 7,200 ₹21,672 | 7,500.99 ₹22,577.98 | 6,900 ₹20,769 Lowest | 8,100 ₹24,381 | 7,217.17 ₹21,723.68 | 8,109 ₹24,408.09 |
| 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 | 18.59 | cum | 7,000 ₹1,30,095 | 7,229.03 ₹1,34,351.52 | 6,500 ₹1,20,802.5 Lowest | 8,900 ₹1,65,406.5 | 6,955.5 ₹1,29,267.97 | 7,000 ₹1,30,095 |
| 1.01 | 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). | 7.93 | cum | 11,500 ₹91,252.5 | 12,710.29 ₹1,00,856.15 | 11,500 ₹91,252.5 | 10,600 ₹84,111 Lowest | 12,229.37 ₹97,040.05 | 13,000 ₹1,03,155 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 46.62 | sqm | 950 ₹44,293.75 | 908.9 ₹42,377.46 | 700 ₹32,637.5 Lowest | 815 ₹37,999.38 | 874.51 ₹40,774.03 | 982 ₹45,785.75 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 27.72 | sqm | 720 ₹19,958.4 | 721.35 ₹19,995.82 | 600 ₹16,632 Lowest | 649 ₹17,990.28 | 694.06 ₹19,239.34 | 779 ₹21,593.88 |
| 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 | 2,094.38 | kilogram | 95 ₹1,98,966.1 | 106.3 ₹2,22,632.59 | 105 ₹2,19,909.9 | 90 ₹1,88,494.2 Lowest | 102.28 ₹2,14,213.19 | 100 ₹2,09,438 |
Tender Value
₹12.9 L
EMD Value
₹32,198
Closing Date
8 Sept 2026, 6:00 pmClosed
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
415/27-Construction of a toilet at the Town Hall Nedumangad municipality.-General Civil Work
2026_LSGD_866781_1
415/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
₹2,760
Yes
₹32,198
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 | 2.8.1: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 | - | cum | - | - |
| 1.002 | OD159027/2026-2027:DR masonry without concrete levelling course with good quality blasted rubble including
packing etc complete as per the Deptl officers at site | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.009 | 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 | - | kilogram | - | - |
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