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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.7 L+₹25,959.98 (3.07%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BAIJU JAYANANDAN L1 | G ANILKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Pond Maintenance | |||||
| 1.00 | OD165172/2026-2027:DR masonry without concrete levelling course with good quality blasted rubble including
packing etc complete as per the Deptl officers at site | 33.79 | cum | 4,082 ₹1,37,943.03 Lowest | 4,100 ₹1,38,551.3 |
| 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 | 13.77 | cum | 350 ₹4,819.15 Lowest | 375 ₹5,163.38 |
| 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) | 2.89 | cum | 8,109 ₹23,443.12 Lowest | 8,200 ₹23,706.2 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 114.38 | sqm | 394 ₹45,063.75 Lowest | 400 ₹45,750 |
| 1.00 | 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) | 44.72 | cum | 9,400 ₹4,20,368 Lowest | 9,500 ₹4,24,840 |
| 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) | 1.25 | cum | 10,721 ₹13,390.53 Lowest | 10,750 ₹13,426.75 |
| 1.01 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 293.77 | kilogram | 112 ₹32,902.24 Lowest | 125 ₹36,721.25 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 42.19 | cum | 455 ₹19,195.54 Lowest | 475 ₹20,039.3 |
| 1.01 | OD165178/2026-2027:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling and rolling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 14.52 | cum | 910 ₹13,212.29 Lowest | 950 ₹13,793.05 |
Tender Value
₹8.5 L
EMD Value
₹21,172
Closing Date
19 Sept 2026, 5:00 pmClosed
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
419/2027-Completion of Manginikonam Chira in Nedumangad Municipality
2026_LSGD_868485_1
419/AE/MUN/NDD/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
Nedumangad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,172
Yes
25 Sept 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pond Maintenance | |||||
| 1.001 | OD165172/2026-2027:DR masonry without concrete levelling course with good quality blasted rubble including
packing etc complete as per the Deptl officers at site | 33.79 | cum | - | - |
| 1.002 | 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 | 13.77 | 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) | 2.89 | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 114.38 | sqm | - | - |
| 1.005 | 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) | 44.72 | cum | - | - |
| 1.006 | 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) | 1.25 | cum | - | - |
| 1.007 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 293.77 | kilogram | - | - |
| 1.008 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 42.19 | cum | - | - |
| 1.009 | OD165178/2026-2027:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling and rolling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 14.52 | cum | - | - |
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