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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 LAccepted-AOC | ₹1.4 L | 1 | Accepted-AOC 1 |
| 2 | 2₹1.4 L+₹860.52 (0.60%)Rejected-AOC | ₹1.4 L+₹860.52 (0.60%) | 2 | Rejected-AOC 2 |
| 3 | 3₹1.5 L+₹1,687.55 (1.18%)Rejected-AOC | ₹1.5 L+₹1,687.55 (1.18%) | 3 | Rejected-AOC 3 |
| 4 | 4₹1.5 L+₹3,779.90 (2.63%)Rejected-AOC | ₹1.5 L+₹3,779.90 (2.63%) | 4 | Rejected-AOC 4 |
| Sl No | Description | Qty | Unit | C H MOHAMMED THASNEEM L3 | MOHAMMED ASHRAF C L1 | DEEPAK AV L2 | mohammedali T L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 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. | 3.24 | cum | 56.56 ₹183.25 | 55.9 ₹181.12 Lowest | 56.24 ₹182.22 | 57.38 ₹185.91 |
| 1.00 | OD21595/2026-2027: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 | 0.81 | cum | 6,836.23 ₹5,537.35 | 6,756.73 ₹5,472.95 Lowest | 6,797.28 ₹5,505.8 | 6,934.81 ₹5,617.2 |
| 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) | 15.23 | cum | 7,348.89 ₹1,11,945.64 | 7,263.46 ₹1,10,644.29 Lowest | 7,307.02 ₹1,11,307.84 | 7,454.81 ₹1,13,559.12 |
| 1.00 | OD21599/2026-2027: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. | 9 | metre | 101.09 ₹909.81 | 99.91 ₹899.19 Lowest | 100.51 ₹904.59 | 102.55 ₹922.95 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.34 | tonne | 79,328.81 ₹26,575.15 | 78,406.27 ₹26,266.1 Lowest | 78,876.77 ₹26,423.72 | 80,472.75 ₹26,958.37 |
Tender Value
₹1.7 L
EMD Value
₹4,220
Closing Date
1 Jun 2026, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE ASSISTANT ENGINEER MAKKARAPPARAMBA GP
Annual Plan-HANDRAILS FOR MUCHINIKKODU ROAD-121/27-WARD 1- MAKKARAPARAMBA GP-2026/27-General Civil Work
2026_LSGD_852374_10
AE/LIDEW/MKPB/TN/01/2026-2027
Open Tender
Civil Works - Roads
Item Rate
240 days
MAKKARAPPARAMBA
Please refer Tender documents.
12 documents required · 12 mandatory
₹555
Yes
₹4,220
Yes
29 Jun 2026
25 May 2026
3 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 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. | - | cum | - | - |
| 1.002 | OD21595/2026-2027: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 | - | 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 | OD21599/2026-2027: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. | - | metre | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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