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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 LAccepted-AOC | ₹17.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.8 LRejected-AOC | ₹19.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABDUL RAZACK T T L2 | KRISHNAN L1 |
|---|---|---|---|---|---|
| 1.00PUTHURKUNNU SC NAGAR SIDE PROTECTION WORKS | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 173.23 | cum | 418.54 ₹72,503.68 | 363.78 ₹63,017.61 |
| 1.00 | OD379063/2025-2026: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 | 357.35 | cum | 3,943.88 ₹14.1 L | 3,417.13 ₹12.2 L |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 23.86 | cum | 9,913.62 ₹2.4 L | 8,616.92 ₹2.1 L |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.95 | tonne | 95,677.96 ₹91,372.45 | 83,163.11 ₹79,420.77 |
| 2.00GI HAND RAILS | |||||
| 2.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 2.7 | sqm | 127.21 ₹343.47 | 115.19 ₹311.01 |
| 2.00 | 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) | 1.8 | cum | 7,520.37 ₹13,536.67 | 6,809.65 ₹12,257.37 |
| 2.00 | 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) | 2.4 | cum | 8,755.69 ₹21,013.66 | 7,928.21 ₹19,027.70 |
| 2.00 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 720 | kg | 184.16 ₹1.3 L | 166.76 ₹1.2 L |
Tender Value
₹20.9 L
EMD Value
₹50,000
Closing Date
16 Feb 2026, 6:00 pmClosed
Asst.Executive Engineer
O/o Asst. Executive Engineer,Pattambi Block
SC Corpus Fund-SC CORPUS 2024-25 PUTHURKUNNU SC NAGAR SAMRAKSHANA BITHI NIRMANAM IN VILAYUR GRAMA PANCHAYATH-PUTHURKUNNU SC NAGAR SAMRAKSHANA BITHI NIRMANAM IN VILAYUR GRAMA PANCHAYATH-General Civil Work
2026_LSGD_834473_9
06/2025-26/AEE/LIDEW/PTB
Open Tender
Civil Works - Others
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
5 Jun 2026
7 Feb 2026
18 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
PUTHURKUNNU SC NAGAR SIDE PROTECTION WORKS
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD379063/2025-2026: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
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
GI HAND RAILS
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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)
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)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
Name Board
OD379162/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer in charge at site
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