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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 LAccepted-AOC CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | 1 | Accepted-AOC 1 | |
| 2 | Rejected-Technical RETARRING AND RE CONCRETING OF THOMMANKUTHU F C CONVENT NADACKALPPADAM ROAD WARD 3 | ALAPPUZHA | KERALA | 686102 | - | Rejected-Technical 4 | |
| 3 | Rejected-Technical 10051373 RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | - | Rejected-Technical 3 | |
| 4 | Rejected-Technical NO 44475 1 2 2024 | - | Rejected-Technical 2 |
| Sl No | Description | Qty | Unit | AKSHAI MATHEWS L4 | DIPIN P.K. L3 | SHAHUL HAMEED L1 | SHAMNAJ P MUHAMMED L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Work | |||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 44.8 | cum | 54.66 ₹2,448.49 | 54 ₹2,418.93 | 50.15 ₹2,246.47 Lowest | 51 ₹2,284.55 |
| 1.00 | OD17913/2026-2027: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 | 44.8 | cum | 4,160.22 ₹1,86,357.05 | 4,155 ₹1,86,123.23 | 3,817.01 ₹1,70,982.96 Lowest | 3,890 ₹1,74,252.55 |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1.55 | cum | 9,304.36 ₹14,421.76 | 9,298 ₹14,411.9 | 8,536.82 ₹13,232.07 Lowest | 8,700 ₹13,485 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 18.63 | sqm | 16.01 ₹298.27 | 15 ₹279.45 | 14.69 ₹273.67 Lowest | 15 ₹279.45 |
| 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) | 2.79 | cum | 9,563.75 ₹26,730.68 | 9,557 ₹26,711.82 | 8,774.82 ₹24,525.62 Lowest | 8,940 ₹24,987.3 |
Tender Value
Refer Docs
EMD Value
₹5,756
Closing Date
29 Jun 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE, LIDEW, VELLIYAMATTOM G.P
Pro No. 89 Renovation of Karukapally 94 Link Road in ward 14
2026_LSGD_856939_7
1/AE/LIDEW/VLTM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KARUKAPALLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹555
Yes
₹5,756
Yes
29 Jul 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
29 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | OD17913/2026-2027: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 | - | cum | - | - |
| 1.003 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
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