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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | M.Salahudeen L1 | A HASHIM L2 | AGNIL VINOD L3 |
|---|---|---|---|---|---|---|
| 1.00step concrete | ||||||
| 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 | 16.2 | cum | 336.45 ₹5,450.49 Lowest | 339.97 ₹5,507.51 | 352.02 ₹5,702.72 |
| 1.00 | OD79478/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and 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 | 48.67 | cum | 4,060.48 ₹1,97,643.86 | 4,100.66 ₹1,99,599.63 | 3,184.12 ₹1,54,987.04 Lowest |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 32 | cum | 41.78 ₹1,336.96 Lowest | 42.67 ₹1,365.44 | 128.34 ₹4,106.88 |
| 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) | 2.52 | cum | 7,285.44 ₹18,395.74 Lowest | 7,357.13 ₹18,576.75 | 7,617.89 ₹19,235.17 |
| 1.0011.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | ||||||
| 1.01 | 10.11:Boundary Pillar <br> Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 30 | no | 910.87 ₹27,326.1 Lowest | 920.07 ₹27,602.1 | 2,585.8 ₹77,574 |
| 1.01 | OD79461/2026-2027:Supplying and fixing information board of size 75x60 cm using GI pipes as post and
MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-ic.
(MoRD) | 1 | each | 1,896.33 ₹1,896.33 Lowest | 1,915.17 ₹1,915.17 | 1,983.06 ₹1,983.06 |
Tender Value
₹3.4 L
EMD Value
₹8,456
Closing Date
6 Aug 2026, 1:00 pmClosed
AE
O/o The AE LSGD PULLAMPARA GP
Annual Plan-2026-27 Pullampara GP Cherattukuzhy Road side wall construction Ward 11 Palam-Project. No 22/27-General Civil Work
2026_LSGD_862922_1
2(3)/AE/LSGD/PLM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
pullampara
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,456
Yes
9 Sept 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1step concrete | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD79478/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and 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 | 1 | cum | - | - |
| 1.003 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 10.11:Boundary Pillar <br> Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | - | no | - | - |
| 1.007 | OD79461/2026-2027:Supplying and fixing information board of size 75x60 cm using GI pipes as post and
MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-ic.
(MoRD) | - | each | - | - |
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