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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Finance | ₹7.1 L | L1 | Admitted-Finance |
| 2 | L2₹7.2 L+₹9,112.13 (1.28%)Admitted-Finance | ₹7.2 L+₹9,112.13 (1.28%) | L2 | Admitted-Finance |
| 3 | L3₹7.4 L+₹25,139.63 (3.53%)Admitted-Finance | ₹7.4 L+₹25,139.63 (3.53%) | L3 | Admitted-Finance |
| 4 | L4₹7.4 L+₹27,721.60 (3.89%)Admitted-Finance | ₹7.4 L+₹27,721.60 (3.89%) | L4 | Admitted-Finance |
| 5 | L5₹7.6 L+₹45,625.68 (6.40%)Admitted-Finance | ₹7.6 L+₹45,625.68 (6.40%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SARATHA CONSTRUCTION L3 | R.Jeevanandam L4 | S PRATHAP L1 | P VEERAKUMAR L2 | Rajiya Construction L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Strengthening of Melathannilapadi Pillaiyar koviltheru Salai in Vepenchery Panchayat KM : 0/0 - 0/212 | ||||||||
| 2.00Earth 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 | ||||||||
| 3.00 | KM 0/0 - 0/212 | 12.72 | M3 | 135 ₹1,717.2 | 136 ₹1,729.92 | 119.34 ₹1,518 | 119.44 ₹1,519.28 | 100 ₹1,272 Lowest |
| 4.00Picking the existing damaged bt surface including all labour cost etc complete | ||||||||
| 5.00 | KM 0/0 - 0/212 | 212 | M3 | 22 ₹4,664 | 23 ₹4,876 | 19.86 ₹4,210.32 Lowest | 19.88 ₹4,214.56 | 20 ₹4,240 |
| 6.00Providing 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 | ||||||||
| 7.00 | KM 0/0 - 0/212 | 47.7 | M2 | 3,680.23 ₹1,75,546.97 | 3,685 ₹1,75,774.5 | 3,548.17 ₹1,69,247.71 Lowest | 3,571.09 ₹1,70,340.99 | 4,000 ₹1,90,800 |
| 8.00Providing 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 | ||||||||
| 9.00 | KM 0/0 - 0/212 | 47.7 | M3 | 4,045.1 ₹1,92,951.27 | 4,046 ₹1,92,994.2 | 3,915.21 ₹1,86,755.52 Lowest | 3,960 ₹1,88,892 | 4,000 ₹1,90,800 |
| 10.00Providing and laying Tack coat over the WBM surface using 4.00 Kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification. | ||||||||
Tender Value
₹8.5 L
EMD Value
₹8,480
Closing Date
20 Jul 2026, 4:00 pmClosed
The Block Development Officer, Keelaiyur
The Block Development Office, Keelaiyur
Strengthening of Melathannilapadi Pillaiyar koviltheru Salai in Vepenchery Panchayat KM 0/0 - 0/212
2026_RDTN_682742_17
310/2026/B2/Dt.23.06.2026
Open Tender
Civil Works
Item Rate
Keelaiyur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹8,480
14 Aug 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 Melathannilapadi Pillaiyar koviltheru Salai in Vepenchery Panchayat KM : 0/0 - 0/212 | - | - | - | - |
| 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 - 0/212 | 12.72 | M3 | - | - |
| 4 | Picking the existing damaged bt surface including all labour cost etc complete | - | - | - | - |
| 5 | KM 0/0 - 0/212 | 212 | M3 | - | - |
| 6 | 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 | - | - | - | - |
| 7 | KM 0/0 - 0/212 | 47.7 | M2 | - | - |
| 8 | 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 | - | - | - | - |
| 9 | KM 0/0 - 0/212 | 47.7 | M3 | - | - |
| 10 | Providing and laying Tack coat over the WBM surface using 4.00 Kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification. | - | - | - | - |
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