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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹4,105.03 (0.81%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Anish Construction L1 | REJAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Compound wall | |||||
| 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 | 24.64 | cum | 360 ₹8,870.4 Lowest | 360 ₹8,870.4 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) | 3.52 | cum | 8,000 ₹28,160 Lowest | 8,000 ₹28,160 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth 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) | 23.54 | cum | 8,300 ₹1,95,340.5 Lowest | 8,350 ₹1,96,517.25 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.71 | cum | 9,950 ₹17,014.5 Lowest | 10,000 ₹17,100 |
| 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 | 59.85 | kilogram | 113 ₹6,763.05 | 112 ₹6,703.2 Lowest |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 7.6 | sqm | 850 ₹6,460 | 840 ₹6,384 Lowest |
| 1.01 | 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 | 12.6 | cum | 7,710 ₹97,122.87 Lowest | 8,000 ₹1,00,776 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 134.9 | sqm | 375 ₹50,587.5 | 370 ₹49,913 Lowest |
| 1.01 | 13.106:Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. | 34.2 | sqm | 100 ₹3,420 Lowest | 100 ₹3,420 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,709
Closing Date
18 Sept 2026, 5:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
GENERAL-Project 110/26-27 Construction of compound wall at Santhi MandhiramAlappuzha Municipality
2026_LSGD_869235_1
T9/110/ME/AMC/LSGD/P3/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,709
Yes
9 Oct 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
18 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall | |||||
| 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 | 24.64 | cum | - | - |
| 1.002 | 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) | 3.52 | cum | - | - |
| 1.003 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth 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) | 23.54 | cum | - | - |
| 1.004 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.71 | cum | - | - |
| 1.005 | 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 | 59.85 | kilogram | - | - |
| 1.006 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 7.6 | sqm | - | - |
| 1.007 | 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 | 12.6 | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 134.9 | sqm | - | - |
| 1.009 | 13.106:Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. | 34.2 | sqm | - | - |
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