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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | VINOD. S L1 | A HASHIM L6 | Snehalal k L5 | Vijayasenan Nair L2 | SEENA P S L3 | PRAKASH P L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 27.36 | cum | 47.88 ₹1,310 Lowest | 57.26 ₹1,566.63 | 55 ₹1,504.8 | 51.32 ₹1,404.12 | 51.35 ₹1,404.94 | 200 ₹5,472 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 27.36 | cum | 6,973.41 ₹1,90,792.5 | 8,339.16 ₹2,28,159.42 | 8,017 ₹2,19,345.12 | 7,473.96 ₹2,04,487.55 | 7,465 ₹2,04,242.4 | 6,950 ₹1,90,152 Lowest |
| 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 | 10.16 | cum | 321.92 ₹3,270.71 Lowest | 384.97 ₹3,911.3 | 370 ₹3,759.2 | 345.03 ₹3,505.5 | 345 ₹3,505.2 | 400 ₹4,064 |
| 1.00 | OD54530/2026-2027: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 | 24.77 | cum | 3,882.91 ₹96,160.27 Lowest | 4,643.38 ₹1,14,993.31 | 4,464 ₹1,10,550.96 | 4,161.62 ₹1,03,062.52 | 4,150 ₹1,02,774.75 | 5,300 ₹1,31,254.5 |
| 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) | 1.27 | cum | 6,966.47 ₹8,847.42 Lowest | 8,330.85 ₹10,580.18 | 8,009 ₹10,171.43 | 7,466.51 ₹9,482.47 | 7,475 ₹9,493.25 | 7,000 ₹8,890 |
| 1.01 | OD43673/2026-2027: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 | 1,813.48 ₹1,813.48 | 2,168.65 ₹2,168.65 | 2,085 ₹2,085 | 1,943.65 ₹1,943.65 | 2,543 ₹2,543 | 1,500 ₹1,500 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
2 Jul 2026, 1:00 pmClosed
AE
O/o The AE
Annual Plan-2026-27 Pullampara GP Chavaroad Pallithara Eanthivila Road concrete in ward-3-pro no 37/27-General Civil Work
2026_LSGD_857339_1
1(14)/AE/LSGD/PLM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
pullampara
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
4 Aug 2026
24 Jun 2026
6 Jul 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.002 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | OD54530/2026-2027: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 | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | OD43673/2026-2027: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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