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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.5 L+₹10,073.18 (1.37%)Rejected-AOC | ₹7.5 L+₹10,073.18 (1.37%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
Tender Value
₹8.5 L
EMD Value
₹21,162
Closing Date
11 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER,PANMANA
OFFICE OF THE ASSISTANT ENGINEER,PANMANA
Annual Plan-PANMANA GP PROJ NO. 291/25-26 -DRAIN RENOVATION IN KOCHUVETTAMUKKU PALAKANTTAYATHU
2026_LSGD_842232_12
03/AE/LIDEW/PGP/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
PANMANA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,162
Yes
AE OFFICE
9 Jul 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAIN WORK | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | - | cum | - | - |
| 1.002 | OD512758/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom
width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining
the same leak proof till the completion of the work and clearing the site by dismantling the bund
after completion of the work.etc.complete | - | metre | - | - |
| 1.003 | OD512759/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc
complete | - | hour | - | - |
| 1.004 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | - | - |
| 1.005 | OD512757/2025-2026:: DR PACKING Under foundation -Using Department rubble Dry stone packing under
foundation with good quality blasted rubble including conveyance of material and labour
charges etc. complete as per direction of departmental officers at site | - | cum | - | - |
| 1.006 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.007 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.008 | OD512760/2025-2026:PVC WEEP HOLES- Providing weep holes using 110 mm dia. PVC pipes working pressure
4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 1 | metre | - | - |
| 1.009 | OD512756/2025-2026: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 | 1 | cum | - | - |
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