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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-Finance | L1 | Accepted-Finance Accepted Vide Resolution No.2(1) dtd.13-03-2026 of Veliyancode GP | |
| 2 | L2₹5.6 L+₹10,171.02 (1.84%)Accepted-Finance KANNAKAMPATTIL BP ANGADI PO | KERALA | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | BABURAJ.K L2 | AJESH T V L1 |
|---|---|---|---|---|---|
| 1.00Side protection | |||||
| 1.00 | OD357393/2025-2026:DISMANTLING DR - Dismantling , clearing away and carefully , stacking materials useful for reuse for any thickness of walls in DR masonry | 7.8 | cum | 772.34 ₹6,024.25 | 758.42 ₹5,915.68 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 4.48 | cum | 366.76 ₹1,643.08 | 360.15 ₹1,613.47 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 22.16 | cum | 262.66 ₹5,819.23 | 257.93 ₹5,714.44 Lowest |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> 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 | 1.96 | cum | 1,006.15 ₹1,972.05 | 988.02 ₹1,936.52 Lowest |
| 1.00 | OD359212/2025-2026:DRY RUBBLE MASONRY - Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to line and levels cost and convenience of all materials labour charges etc. complete as per directions of Departmental officers at site | 25.53 | cum | 4,071.56 ₹1,03,946.93 | 3,998.2 ₹1,02,074.05 Lowest |
| 1.01 | OD359211/2025-2026:DR with Departmental stone- DRY RUBBLE MASONRY - Dry rubble without concrete levelling course using departmental rubble including packing to compactness to line and levels ,labour charges etc.complete as per directions of Departmental officers at site | 4.68 | cum | 1,749.44 ₹8,187.38 | 1,717.92 ₹8,039.87 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.55 | cum | 10,693.88 ₹1,12,820.43 | 10,501.2 ₹1,10,787.66 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,159.97 | kilogram | 114.62 ₹1,32,956.11 | 112.55 ₹1,30,554.96 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 7.8 | cum | 324.7 ₹2,532.66 | 318.85 ₹2,487.03 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,709
Closing Date
7 Mar 2026, 6:00 pmClosed
PREETHA .TP ASSISTANT ENGINEER
PREETHA TP ASSISTANT ENGINEER
Annual Plan-Nambithodu Renovation, Pro.No 328/26, w-15
2026_LSGD_841152_5
06/AE/LSGD/VKD-2025-26
Open Tender
Civil Works - Roads
Item Rate
VELIYANCODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,709
Yes
24 Sept 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection | |||||
| 1.001 | OD357393/2025-2026:DISMANTLING DR - Dismantling , clearing away and carefully , stacking materials useful for reuse for any thickness of walls in DR masonry | 7.8 | cum | - | - |
| 1.002 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 4.48 | cum | - | - |
| 1.003 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 22.16 | cum | - | - |
| 1.004 | 51.2.3:Filling with Quarry Muck <br> 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 | 1.96 | cum | - | - |
| 1.005 | OD359212/2025-2026:DRY RUBBLE MASONRY - Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to line and levels cost and convenience of all materials labour charges etc. complete as per directions of Departmental officers at site | 25.53 | cum | - | - |
| 1.006 | OD359211/2025-2026:DR with Departmental stone- DRY RUBBLE MASONRY - Dry rubble without concrete levelling course using departmental rubble including packing to compactness to line and levels ,labour charges etc.complete as per directions of Departmental officers at site | 4.68 | cum | - | - |
| 1.007 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.55 | cum | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,159.97 | kilogram | - | - |
| 1.009 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 7.8 | cum | - | - |
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