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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.6 L+₹24,268.01 (7.30%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L2₹3.6 L+₹24,268.01 (7.30%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L3₹3.7 L+₹42,113.07 (12.7%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L4₹3.9 L+₹59,957.50 (18.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vijayan K L4 | ABDULSATHAR C P L2 | NIYAS M L3 | C P BABU L2 | RAJESH KODIKKANDY L5 | Prakashan VV L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Concreting-from ch0/00 km to 0/063km | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 57.56 | cum | 70.44 ₹4,054.74 | 64.04 ₹3,686.33 | 67.24 ₹3,870.54 | 64.04 ₹3,686.33 | 65.11 ₹3,747.93 | 59.69 ₹3,435.94 Lowest |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 19.19 | cum | 3,487.14 ₹66,911.24 | 3,170.13 ₹60,828.45 | 3,328.64 ₹63,869.94 | 3,170.13 ₹60,828.45 | 8,801.34 ₹1,68,880.11 | 2,954.56 ₹56,692.1 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 28.78 | cum | 9,818.74 ₹2,82,593.16 | 8,926.13 ₹2,56,902.95 | 9,372.44 ₹2,69,748.2 | 8,926.13 ₹2,56,902.95 | 298.47 ₹8,590.27 Lowest | 8,319.18 ₹2,39,434.32 |
| 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. | 1.57 | cum | 72.57 ₹114.3 | 65.97 ₹103.9 | 69.27 ₹109.1 | 65.97 ₹103.9 | 15.72 ₹24.76 Lowest | 61.48 ₹96.83 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.6 | cum | 9,768.21 ₹25,387.58 | 8,880.19 ₹23,079.61 | 9,324.2 ₹24,233.6 | 8,880.19 ₹23,079.61 | 278.93 ₹724.94 Lowest | 8,276.34 ₹21,510.21 |
| 1.01 | OD165303/2026-2027: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 (without Form Work) | 1.18 | cum | 8,886.08 ₹10,494.46 | 8,078.25 ₹9,540.41 | 8,482.16 ₹10,017.43 | 8,078.25 ₹9,540.41 | 9,107.94 ₹10,756.48 | 7,528.93 ₹8,891.67 Lowest |
| 1.01 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 13.39 | sqm | 226.49 ₹3,032.25 | 205.9 ₹2,756.59 | 216.2 ₹2,894.49 | 205.9 ₹2,756.59 | 92,522.85 ₹12,38,695.92 | 191.9 ₹2,569.16 Lowest |
Tender Value
₹3.6 L
EMD Value
₹8,922
Closing Date
23 Sept 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LSGD LID and EW Section Mayyil Grama panchayath Post Mayyil Kannur. PIN 670602
Annual Plan-Mayyil gramapanchayat- 2026-27 Kayaralam Motta Thurumbikkodichal Road Concrete from ch 0/00km to 0/063km-Project No-337/26-27-General Civil Work
2026_LSGD_869412_17
04/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
MAYYIL G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹790
Yes
₹8,922
Yes
24 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting-from ch0/00 km to 0/063km | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 57.56 | cum | - | - |
| 1.002 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 19.19 | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 28.78 | cum | - | - |
| 1.004 | 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. | 1.58 | cum | - | - |
| 1.005 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.6 | cum | - | - |
| 1.006 | OD165303/2026-2027: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 (without Form Work) | 1.18 | cum | - | - |
| 1.007 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 13.39 | sqm | - | - |
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