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Tender Value
₹13.2 L
EMD Value
₹13,180
Closing Date
20 Jul 2026, 4:00 pm
The Block Development Officer, Keelaiyur
The Block Development Office, Keelaiyur
Strengthening of Needur Mayana Salai in Vepenchery Panchayat KM 0/0 - 0/241
2026_RDTN_682742_20
310/2026/B2/Dt.23.06.2026
Open Tender
Civil Works
Keelaiyur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹13,180
25 Jun 2026
25 Jun 2026
20 Jul 2026
25 Jun 2026
20 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening of Needur Mayana Salai in Vepenchery Panchayat KM : 0/0 - 0/241 | - | - | - | - |
| 2 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | - | - | - | - |
| 3 | KM 0/0 - 0/241 | 38.56 | M3 | - | - |
| 4 | Picking the existing damaged bt surface including all labour cost etc complete | - | - | - | - |
| 5 | KM 0/0 - 0/241 | 241 | M3 | - | - |
| 6 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | - | - | - | - |
| 7 | KM 0/0 - 0/241 | 73.05 | M2 | - | - |
| 8 | Providing and laying Water Bound Macadam Grading - II(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | - | - | - | - |
| 9 | KM 0/0 - 0/241 | 54.79 | M3 | - | - |
| 10 | Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | - | - | - | - |
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