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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance OLAVANKAVIL HOUSE CHALICODE ELETTIL PO KODUVALLY 673572 | KOZHIKODE | KERALA | 673572 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.7 L+₹20,896.98 (3.22%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.9 L+₹43,180.80 (6.66%)Admitted-Fee/PreQual/Technical/Finance UNNIKULAM GRAMAPANCHAYATH | THRISSUR | KERALA | 680667 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.0 L+₹54,172.32 (8.35%)Admitted-Fee/PreQual/Technical/Finance ARUNODAYAM HOUSE KAYANNA BUSS P O PERAMBRA VIA 673525 KOZHIKODE DISTRICT KOYILANDI TALUK KAYA VILLAGE | KOZHIKODE | KERALA | 673525 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.2 L+₹67,256.10 (10.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GOVINDAN NAIR N M L4 | UnniKulam Labour Contract Co operative Society Ltd No D3338 L3 | SREEJESH R. S. L2 | ELETTIL LABOUR CONTRACT SOCIETY LTD L1 | SURESH.S L5 | SREENATH. M.C. L6 | ROY THOMAS L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00concrete road | ||||||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.07 | Hectare | 36,458.86 ₹2,406.28 | 10,000 ₹660 Lowest | 34,733.02 ₹2,292.38 | 10,000 ₹660 Lowest | 35,000 ₹2,310 | 37,821.36 ₹2,496.21 | 38,063.59 ₹2,512.2 |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 74.7 | cum | 12.48 ₹932.26 | 14 ₹1,045.8 | 11.89 ₹888.18 Lowest | 50 ₹3,735 | 13 ₹971.1 | 12.96 ₹968.11 | 13.04 ₹974.09 |
| 1.00 | 4.1.A.1: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. <br> (i) For Grading I Material | 49.8 | cum | 2,593.63 ₹1,29,162.77 | 2,500 ₹1,24,500 | 2,470.86 ₹1,23,048.83 | 2,400 ₹1,19,520 Lowest | 2,700 ₹1,34,460 | 2,690.56 ₹1,33,989.89 | 2,707.79 ₹1,34,847.94 |
| 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) | 74.7 | cum | 7,404.43 ₹5,53,110.92 | 7,200 ₹5,37,840 | 7,053.93 ₹5,26,928.57 | 6,950 ₹5,19,165 Lowest | 7,500 ₹5,60,250 | 7,681.14 ₹5,73,781.16 | 7,730.34 ₹5,77,456.4 |
| 1.00 | 9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth | 3.2 | cum | 729.18 ₹2,333.38 | 600 ₹1,920 | 694.66 ₹2,222.91 | 150 ₹480 Lowest | 750 ₹2,400 | 756.44 ₹2,420.61 | 761.27 ₹2,436.06 |
| 1.01 | 9.8:Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | 4.5 | metre | 2,562.74 ₹11,532.33 | 5,000 ₹22,500 | 2,441.43 ₹10,986.44 | 250 ₹1,125 Lowest | 2,700 ₹12,150 | 2,658.51 ₹11,963.3 | 2,675.52 ₹12,039.84 |
| 1.01 | OD114649/2026-2027: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 | 3,479.38 ₹3,479.38 | 3,500 ₹3,500 | 3,314.67 ₹3,314.67 Lowest | 4,100 ₹4,100 | 3,500 ₹3,500 | 3,609.4 ₹3,609.4 | 3,632.5 ₹3,632.5 |
Tender Value
₹8.3 L
EMD Value
₹20,849
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_861896_1
04/26-27/AE/BLY
Open Tender
Civil Works - Roads
Item Rate
300 days
Kottur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,840
Yes
₹20,849
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 |
|---|---|---|---|---|---|
| 1concrete road | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.003 | 4.1.A.1: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. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth | - | cum | - | - |
| 1.006 | 9.8:Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | - | metre | - | - |
| 1.007 | OD114649/2026-2027: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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