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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Fee/PreQual/Technical/Finance OLAVANKAVIL HOUSE CHALICODE ELETTIL PO KODUVALLY 673572 | KOZHIKODE | KERALA | 673572 | ₹6.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.1 L+₹48,708.61 (7.42%)Admitted-Fee/PreQual/Technical/Finance UNNIKULAM GRAMAPANCHAYATH | THRISSUR | KERALA | 680667 | ₹7.1 L+₹48,708.61 (7.42%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.3 L+₹69,830.84 (10.6%)Admitted-Fee/PreQual/Technical/Finance | ₹7.3 L+₹69,830.84 (10.6%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.3 L+₹73,812.44 (11.2%)Admitted-Fee/PreQual/Technical/Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹7.3 L+₹73,812.44 (11.2%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹7.5 L+₹88,465.61 (13.5%)Admitted-Fee/PreQual/Technical/Finance CHEMPANODA KATIKULAM ROAD PERAMBRA KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 673525 | ₹7.5 L+₹88,465.61 (13.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABINJOSEPH L3 | TP SHIJU L6 | RITHU M.V L4 | AHAMMED KUTTY L7 | STHAPATHI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED L8 | UnniKulam Labour Contract Co operative Society Ltd No D3338 L2 | ROY THOMAS L5 | ELETTIL LABOUR CONTRACT SOCIETY LTD L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road side protection | |||||||||||
| 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 | 31.14 | cum | 347.93 ₹10,834.54 | 363 ₹11,303.82 | 349.84 ₹10,894.02 | 110 ₹3,425.4 Lowest | 394.7 ₹12,290.96 | 300 ₹9,342 | 356.86 ₹11,112.62 | 314.16 ₹9,782.94 |
| 1.00 | OD64769/2026-2027:Dry rubble masonry using blasted rubble to lines and levels without concrete top leveling | 145.32 | cum | 3,278.62 ₹4,76,449.06 | 3,433 ₹4,98,883.56 | 3,296.58 ₹4,79,059.01 | 3,575 ₹5,19,519 | 3,719.4 ₹5,40,503.21 | 3,200 ₹4,65,024 | 3,362.7 ₹4,88,667.56 | 2,963.95 ₹4,30,721.21 Lowest |
| 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 | 0.78 | tonne | 79,538.75 ₹61,960.69 | 83,200 ₹64,812.8 | 79,974.46 ₹62,300.1 | 1,00,000 ₹77,900 | 90,232.9 ₹70,291.43 | 90,000 ₹70,110 | 81,578.2 ₹63,549.42 | 71,908.94 ₹56,017.06 Lowest |
| 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 | 10.38 | cum | 8,241.37 ₹85,545.42 | 8,620 ₹89,475.6 | 8,286.52 ₹86,014.08 | 8,300 ₹86,154 | 9,349.4 ₹97,046.77 | 8,000 ₹83,040 | 8,452.69 ₹87,738.92 | 7,450.6 ₹77,337.23 Lowest |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 4.33 | cum | 7,332.65 ₹31,713.71 | 7,670 ₹33,172.75 | 7,372.82 ₹31,887.45 | 8,700 ₹37,627.5 | 8,318.5 ₹35,977.51 | 7,000 ₹30,275 | 7,520.67 ₹32,526.9 | 6,629.13 ₹28,670.99 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. | 107.95 | cum | 515.58 ₹55,657.89 | 535 ₹57,754.32 | 518.41 ₹55,963.4 | 350 ₹37,783.2 Lowest | 584.9 ₹63,141.12 | 400 ₹43,180.8 | 528.8 ₹57,085.02 | 465.42 ₹50,243.02 |
| 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 | 21.8 | cum | 45 ₹980.91 | 46 ₹1,002.71 | 45.25 ₹986.36 | 250 ₹5,449.5 | 51.1 ₹1,113.88 | 50 ₹1,089.9 | 46.14 ₹1,005.76 | 40.34 ₹879.33 Lowest |
| 1.01 | OD107611/2026-2027:providing and fixing metal name board of size120x60 cm size with 15mm dia and 2mm thick GI pipe ,0.80mm thick MS sheet 25x25x5 mm angle for post etc,errected in concrete of cc 1:2:4 | 1 | each | 3,541.71 ₹3,541.71 | 3,680 ₹3,680 | 3,561.11 ₹3,561.11 | 5,000 ₹5,000 | 4,016.1 ₹4,016.1 | 3,500 ₹3,500 | 3,632.5 ₹3,632.5 | 3,201.31 ₹3,201.31 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
30 Jul 2026, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Executive Engineer LID and EW Sub Division Balussery
Road works
2026_LSGD_861891_1
03/26-27/AE/BLY
Open Tender
Civil Works - Roads
Item Rate
300 days
Unnikulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,174
Yes
1 Aug 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road side protection | |||||
| 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 | - | cum | - | - |
| 1.002 | OD64769/2026-2027:Dry rubble masonry using blasted rubble to lines and levels without concrete top leveling | 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 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.006 | 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. | 0.8 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD107611/2026-2027:providing and fixing metal name board of size120x60 cm size with 15mm dia and 2mm thick GI pipe ,0.80mm thick MS sheet 25x25x5 mm angle for post etc,errected in concrete of cc 1:2:4 | - | each | - | - |
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