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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical 121004 | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Kottathara Labour Contract Co-operative Society L3 | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L2 | NAUFAL K L1 |
|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION AND CONCRETE | ||||||
| 1.00 | OD396445/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 33.6 | cum | 893.94 ₹30,036.38 | 860.11 ₹28,899.7 Lowest | 899 ₹30,206.4 |
| 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) | 50.4 | cum | 8,445.03 ₹4,25,629.51 | 8,113.88 ₹4,08,939.55 | 7,449 ₹3,75,429.6 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 22.4 | cum | 831.65 ₹18,628.96 | 815.41 ₹18,265.18 | 549 ₹12,297.6 Lowest |
| 1.00 | OD396449/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site. | 64.4 | cum | 3,760 ₹2,42,144 | 3,603.58 ₹2,32,070.55 | 3,449 ₹2,22,115.6 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonne | 88,688.82 ₹18,624.65 | 85,211.01 ₹17,894.31 Lowest | 93,741 ₹19,685.61 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 3.5 | cum | 8,730.51 ₹30,556.79 | 8,388.16 ₹29,358.56 | 8,100 ₹28,350 Lowest |
| 1.01 | OD396453/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and
lift up to 1.5 m as per direction of site Engineer-in-charge | 58.8 | cum | 410.01 ₹24,108.59 | 396.84 ₹23,334.19 | 349 ₹20,521.2 Lowest |
| 1.01 | OD396462/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe
50mm fixing to ground using concrete M15of size 300x300x450mm | 1 | each | 2,879.19 ₹2,879.19 | 2,766.29 ₹2,766.29 | 2,500 ₹2,500 Lowest |
Tender Value
₹8.4 L
EMD Value
₹20,944
Closing Date
16 Mar 2026, 9:00 amClosed
Executive Engineer
Office of the executive engineer Wayanad DP Kalpetta North
Annual Plan-Wayanad DP - 2025-26 - Pr No. 513/26 - Paranirappu Manakkuzhi S C Colony Nadappatha Concreting Sidekettu - Padinjarathara GP-1000000/--General Civil Work
2026_LSGD_844528_32
D2-2374/2025(14)
Open Tender
Civil Works - Roads
Item Rate
240 days
Kalpetta
Please refer tender documents
7 documents required · 7 mandatory
₹1,850
Yes
₹20,944
Yes
14 Sept 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION AND CONCRETE | |||||
| 1.001 | OD396445/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 33.6 | cum | - | - |
| 1.002 | 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) | 50.4 | cum | - | - |
| 1.003 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 22.4 | cum | - | - |
| 1.004 | OD396449/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site. | 64.4 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonne | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 3.5 | cum | - | - |
| 1.007 | OD396453/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and
lift up to 1.5 m as per direction of site Engineer-in-charge | 58.8 | cum | - | - |
| 1.008 | OD396462/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe
50mm fixing to ground using concrete M15of size 300x300x450mm | 1 | each | - | - |
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