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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹79.3 L+₹7.3 L (10.2%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹80.4 L+₹8.4 L (11.7%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹84.5 L+₹12.5 L (17.4%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹88.5 L+₹16.6 L (23.0%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ABDUL KHADER FAIZAL A M L2 | MUHAMAD RASHID K L3 | SHIJU GEORGE L5 | AFJI CONSTRUCTIONS PRIVATE LIMITED L4 | HARIHARAN K L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | ||||||||
| 1.00 | OD161955/2025-2026:RING BUND type 11 putting up ring bund with earth fille gunny bags of top 1.0 bottom width 2.0 m heigh 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete (modi DSR 6.1.2) | 30 | 1 meter | 953.2 ₹28,596 | 966.88 ₹29,006.4 | 1,064.76 ₹31,942.8 | 1,015.78 ₹30,473.4 | 865.3 ₹25,959 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 80.08 | cum | 808.14 ₹64,715.85 | 819.74 ₹65,644.78 | 902.24 ₹72,251.38 | 861.2 ₹68,964.9 | 733.62 ₹58,748.29 Lowest |
| 1.00 | 11.1.3:Excavation for Structures 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.III. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock | 75.42 | cum | 1,433.16 ₹1,08,088.93 | 1,453.73 ₹1,09,640.32 | 1,600.87 ₹1,20,737.62 | 1,527.26 ₹1,15,185.95 | 1,301 ₹98,121.42 Lowest |
| 1.00 | OD161843/2025-2026:DOWEL BAR - Supplying and providing MS dowel bars of size 20 mm dia ,15 m long (1 m in rock and 0.50 m in concrte ) including drilling holes of 25 mm dia and filling the gap with cement grout (0.25kg/each )ete complete | 104 | each | 532.45 ₹55,374.8 | 540.1 ₹56,170.4 | 594.02 ₹61,778.08 | 567.42 ₹59,011.68 | 483.35 ₹50,268.4 Lowest |
| 1.00 | 11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing) | 7.54 | cum | 8,044.76 ₹60,673.58 | 8,160.22 ₹61,544.38 | 8,986.01 ₹67,772.49 | 8,573 ₹64,657.57 | 7,302.92 ₹55,078.62 Lowest |
| 1.01 | OD161854/2025-2026:Bailing out water using pump above 5HP and up to 10 HP Bailing out water with engine and pump set above 5HP up to 10 HP Including conveyance to site cost of fuel lubrication oil and other stores pay of staff etc (modi DSR 60.2.3) | 200 | hour | 462.74 ₹92,548 | 469.38 ₹93,876 | 516.5 ₹1,03,300 | 493.12 ₹98,624 | 420.07 ₹84,014 Lowest |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 69.75 | cum | 8,895.63 ₹6,20,470.19 | 9,023.3 ₹6,29,375.18 | 9,936.82 ₹6,93,093.2 | 9,479.73 ₹6,61,211.17 | 8,075.33 ₹5,63,254.27 Lowest |
| 1.01 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 115.94 | cum | 9,431.49 ₹10,93,449.22 | 9,566.86 ₹11,09,143.48 | 10,535.51 ₹12,21,444.89 | 10,050.78 ₹11,65,247.23 | 8,561.78 ₹9,92,618.53 Lowest |
| 1.01 | OD161857/2025-2026:13.14 Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC 83(PART 2) section ix and clause 2005 of MoRTH Specifications complete including all accessories as per drawing and technical specification | 31,200 | Cum cm | 0.78 ₹24,336 | 0.79 ₹24,648 | 0.87 ₹27,144 | 0.83 ₹25,896 | 0.71 ₹22,152 Lowest |
Tender Value
₹94.8 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Construction of Minor Bridge
2026_LSGD_845544_1
245/25-26
Open Tender
Civil Works - Bridges
Item Wise
545 days
DELAMPADY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
3 Jul 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | OD161955/2025-2026:RING BUND type 11 putting up ring bund with earth fille gunny bags of top 1.0 bottom width 2.0 m heigh 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete (modi DSR 6.1.2) | - | 1 meter | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | - | - |
| 1.003 | 11.1.3:Excavation for Structures 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.III. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock | - | cum | - | - |
| 1.004 | OD161843/2025-2026:DOWEL BAR - Supplying and providing MS dowel bars of size 20 mm dia ,15 m long (1 m in rock and 0.50 m in concrte ) including drilling holes of 25 mm dia and filling the gap with cement grout (0.25kg/each )ete complete | - | each | - | - |
| 1.005 | 11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing) | 1 | cum | - | - |
| 1.006 | OD161854/2025-2026:Bailing out water using pump above 5HP and up to 10 HP Bailing out water with engine and pump set above 5HP up to 10 HP Including conveyance to site cost of fuel lubrication oil and other stores pay of staff etc (modi DSR 60.2.3) | - | hour | - | - |
| 1.007 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | - | cum | - | - |
| 1.008 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 0.4 | cum | - | - |
| 1.009 | OD161857/2025-2026:13.14 Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC 83(PART 2) section ix and clause 2005 of MoRTH Specifications complete including all accessories as per drawing and technical specification | - | Cum cm | - | - |
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