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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Fee/PreQual/Technical/Finance UNNIKULAM GRAMAPANCHAYATH | THRISSUR | KERALA | 680667 | ₹7.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.3 L+₹1.2 L (17.3%)Admitted-Fee/PreQual/Technical/Finance | ₹8.3 L+₹1.2 L (17.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | UnniKulam Labour Contract Co operative Society Ltd No D3338 L1 | STHAPATHI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 18.09 | cum | 100 ₹1,809 Lowest | 396.4 ₹7,170.88 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 6.04 | cum | 6,800 ₹41,106 Lowest | 8,082.5 ₹48,858.71 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 2.34 | tonne | 90,000 ₹2,10,240 Lowest | 90,622.3 ₹2,11,693.69 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 31.16 | cum | 7,100 ₹2,21,200.5 Lowest | 9,389.8 ₹2,92,539.22 |
| 1.00 | OD88737/2026-2027:Dry rubble masonry using blasted rubble to lines and levels without concrete top leveling | 15.8 | cum | 3,200 ₹50,560 Lowest | 3,735.5 ₹59,020.9 |
| 1.01 | OD88767/2026-2027:Providing and fixing PVC pipes , fittings including fixing the pipe including cutting chases and making good the wall 63mm 4kgf | 7 | metre | 250 ₹1,750 | 234.6 ₹1,642.2 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 7.63 | cum | 410 ₹3,127.48 Lowest | 587.4 ₹4,480.69 |
| 1.01 | 3.3: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 | 14.47 | cum | 50 ₹723.6 Lowest | 51.3 ₹742.41 |
| 1.01 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br> (A) Manual Means | 10.71 | cum | 4,000 ₹42,840 Lowest | 4,025.8 ₹43,116.32 |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
14 Aug 2026, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Executive Engineer LID and EW Sub Division Balussery
Road works
2026_LSGD_864528_1
05/26-27/AE/BLY
Open Tender
Civil Works - Roads
Item Rate
300 days
Panangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,174
Yes
19 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 1 | cum | - | - |
| 1.002 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1 | tonne | - | - |
| 1.004 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | OD88737/2026-2027:Dry rubble masonry using blasted rubble to lines and levels without concrete top leveling | - | cum | - | - |
| 1.006 | OD88767/2026-2027:Providing and fixing PVC pipes , fittings including fixing the pipe including cutting chases and making good the wall 63mm 4kgf | - | metre | - | - |
| 1.007 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.008 | 3.3: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 | - | - |
| 1.009 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br> (A) Manual Means | - | cum | - | - |
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