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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹1,331.14 (0.33%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P MANOHARAN L1 | SAJU A L2 |
|---|---|---|---|---|---|
| 1.00MAYAN THODU SIDE WALL PROTECTION | |||||
| 1.00 | OD43426/2026-2027:(DAR 60.1.2.) 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. | 24 | metre | 1,300 ₹31,200 Lowest | 1,310 ₹31,440 |
| 1.00 | OD43522/2026-2027:(DAR 60.2.2) Bailing out water using 5 HP 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. | 40 | hour | 3,830 ₹1,53,200 Lowest | 3,850 ₹1,54,000 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 15.29 | cum | 55 ₹840.84 Lowest | 59 ₹901.99 |
| 1.00 | 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) | 23.57 | cum | 8,851 ₹2,08,600.37 Lowest | 8,860 ₹2,08,812.48 |
| 1.00 | 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 | 0.76 | cum | 9,057 ₹6,874.26 Lowest | 9,060 ₹6,876.54 |
| 1.01 | OD43562/2026-2027:PVC WEEP HOLES- Providing weep holes using 32mm diameter PVC pipes working pressure 6 kg/sq cm including cost of materials, conveyance, labour charges etc. complete(32 mm nominal outer dia pipes) | 5.2 | metre | 84 ₹436.8 Lowest | 87 ₹452.4 |
Tender Value
Refer Docs
EMD Value
₹9,303
Closing Date
25 Sept 2026, 3:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF EE LSGD THALASSERY MUNICIPALITY
Project no 621/27 Maayanthod DR reconstruction in Ward 10 -Maayanthod DR reconstruction in Ward 10
2026_LSGD_871065_1
39326/26
Open Tender
Civil Works - Others
Item Rate
30 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹825
Yes
₹9,303
Yes
29 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
25 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAYAN THODU SIDE WALL PROTECTION | |||||
| 1.001 | OD43426/2026-2027:(DAR 60.1.2.) 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. | 24 | metre | - | - |
| 1.002 | OD43522/2026-2027:(DAR 60.2.2) Bailing out water using 5 HP 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. | 40 | hour | - | - |
| 1.003 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 15.29 | cum | - | - |
| 1.004 | 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) | 23.57 | cum | - | - |
| 1.005 | 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 | 0.76 | cum | - | - |
| 1.006 | OD43562/2026-2027:PVC WEEP HOLES- Providing weep holes using 32mm diameter PVC pipes working pressure 6 kg/sq cm including cost of materials, conveyance, labour charges etc. complete(32 mm nominal outer dia pipes) | 5.2 | metre | - | - |
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