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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC TANUR MUNICIPALITY TANUR 676 302 | MALAPPURAM | KERALA | 676302 | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical NIRMAMTHUR GRAMA PANCHAYATH TIRUR 676109 KERALA | MALAPPURAM | KERALA | 676109 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | RASHEED T. L2 | SAMEER P L1 |
|---|---|---|---|---|---|
| 1.00side protection work | |||||
| 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 | 46.53 | cum | 444 ₹20,659.32 | 330.41 ₹15,373.98 Lowest |
| 1.00 | OD514163/2025-2026: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(Modified 60.7.1) | 179.6 | cum | 3,668.07 ₹6,58,785.37 Lowest | 3,668.07 ₹6,58,785.37 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 14.1 | sqm | 354.69 ₹5,001.13 Lowest | 354.69 ₹5,001.13 Lowest |
| 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 | 330.71 | kilogram | 103.26 ₹34,149.32 Lowest | 103.26 ₹34,149.32 Lowest |
| 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) | 7.05 | cum | 9,152 ₹64,521.6 Lowest | 9,152 ₹64,521.6 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 7.05 | sqm | 354 ₹2,495.7 Lowest | 354 ₹2,495.7 Lowest |
| 1.01 | 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) | 1.76 | cum | 8,483 ₹14,947.05 Lowest | 8,483 ₹14,947.05 Lowest |
| 1.01 | OD514164/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.(modified DAR 60.6) | 47 | metre | 112.86 ₹5,304.42 Lowest | 112.86 ₹5,304.42 Lowest |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 94 | sqm | 367.84 ₹34,576.96 Lowest | 367.84 ₹34,576.96 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,140
Closing Date
17 Mar 2026, 6:00 pmClosed
Assistant Engineer,LID EW Tanur Municipality
Assistant Engineer,LID EW Tanur Municipality
Tanur municipality Annual plan 2025-26 PROJECT NO 715/26 Naduvathithodu Samrakshanam Division 8 ,15- 14 FYP
2026_LSGD_845929_13
09/AE/ET/LID EW/2025-26
Open Tender
Civil Works - Roads
Item Rate
150 days
Tanur municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,865
Yes
₹21,140
Yes
20 Aug 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1side protection work | |||||
| 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 | OD514163/2025-2026: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(Modified 60.7.1) | 1 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.004 | 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 | 0.8 | kilogram | - | - |
| 1.005 | 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 | cum | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | OD514164/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.(modified DAR 60.6) | - | metre | - | - |
| 1.009 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | - | sqm | - | - |
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