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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.5 LAccepted-AOC | ₹11.5 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Abdul Salam K P L1 | DINAKARAN.K L2 |
|---|---|---|---|---|---|
| 1.00RETAININGWALL | |||||
| 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 | 49.5 | cum | 347.9 ₹17,221.15 | 381.45 ₹18,881.78 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 11.4 | cum | 7,093.15 ₹80,861.91 | 7,777.26 ₹88,660.76 |
| 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 | 70.8 | cum | 8,240.43 ₹5.8 L | 9,035.2 ₹6.4 L |
| 1.00 | OD457987/2025-2026::(Modified DSR Item Code 60.7.1)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 | 93.9 | cum | 3,278.25 ₹3.1 L | 3,594.43 ₹3.4 L |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3 | cum | 7,528.71 ₹22,586.13 | 8,254.83 ₹24,764.49 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.25 | tonne | 79,144.66 ₹19,627.88 | 86,777.83 ₹21,520.90 |
| 1.01 | 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 | 1.13 | tonne | 79,529.78 ₹90,107.24 | 87,200.16 ₹98,797.78 |
| 1.01 | OD457994/2025-2026:(MODIFIED DAR CODE 13.33.1+3.3)Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):
Flush/ Ruled pointing | 80 | sqm | 328.75 ₹26,300 | 360.46 ₹28,836.80 |
| 1.01 | OD457995/2025-2026:(Modified DSA Code 60.6) 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. | 19.9 | per metre | 102.55 ₹2,040.75 | 112.44 ₹2,237.56 |
Tender Value
₹14.6 L
EMD Value
₹36,610
Closing Date
2 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
L A C - A D S - 2 0 2 5 - 2 6 - P A T T A M B I CONSTITUENCY -CONSTRUCTION OF PANNIYAM KUNNU PANAKKODE ROAD SIDE PROTECTION IN VALLAPUZHA GP
2026_LSGD_839342_2
19/ET/EE/2025-26 DT 21/2/26
Open Tender
Civil Works - Roads
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹36,610
Yes
5 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
RETAININGWALL
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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
OD457987/2025-2026::(Modified DSR Item Code 60.7.1)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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD457994/2025-2026:(MODIFIED DAR CODE 13.33.1+3.3)Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush/ Ruled pointing
OD457995/2025-2026:(Modified DSA Code 60.6) 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.
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