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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.0 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY SANTHOSH K N |
| Sl No | Description | Qty | Unit | Santhosh.K.N L1 |
|---|---|---|---|---|
| 1.00Bridge | ||||
| 1.00 | 2.4.B.1:Uprooting and Removing Stumps & Roots<br> Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201.<br> B. Lead upto 1000 m <br> (i) Girth above 300 mm to 600 mm | 1 | each | 520.86 ₹520.86 Lowest |
| 1.00 | 2.4.B.2:Uprooting and Removing Stumps & Roots<br> Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201.<br> B. Lead upto 1000 m <br>(ii) Girth above 600 mm to 900 mm | 1 | each | 792.04 ₹792.04 Lowest |
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 7.5 | cum | 574.47 ₹4,308.53 Lowest |
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 109.2 | cum | 223.68 ₹24,425.86 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 | 190.8 | cum | 1,027.45 ₹1,96,037.46 Lowest |
| 1.01 | 11.1.2: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>II. Ordinary rock (not requiring blasting) <br> Upto 3 m depth | 20.58 | cum | 1,284.3 ₹26,430.89 Lowest |
| 1.01 | OD240529/2025-2026:DOWEL BARS- Supplying and providing MS Dowel bars of size 16mm dia of 2m long(1m in
rock and 1m in concrete) including drilling holes of 20mm dia to a depth of 1m in rock and
filling the gap with cement grout (0.15kg/each) etc complete. (Modified 60.5.2) | 50 | mm | 618.16 ₹30,908 Lowest |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 6.6 | cum | 9,819.78 ₹64,810.55 Lowest |
| 1.01 | 11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.47 | tonne | 1,09,567.97 ₹5,99,117.66 Lowest |
Tender Value
₹83.1 L
EMD Value
₹50,000
Closing Date
6 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
GENERAL-Idukki Package-Construction of Kochukarintharuvi Pullattupadi Bridge in Ward of Elappara Grama Panchayath-General Civil Work- RE TENDER
2026_LSGD_839819_39
17/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
Item Rate
180 days
ELAPPARA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
30 Jul 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
26 Feb 2026 - 6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Bridge | |||||
| 1.001 | 2.4.B.1:Uprooting and Removing Stumps & Roots<br> Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201.<br> B. Lead upto 1000 m <br> (i) Girth above 300 mm to 600 mm | - | each | - | - |
| 1.002 | 2.4.B.2:Uprooting and Removing Stumps & Roots<br> Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201.<br> B. Lead upto 1000 m <br>(ii) Girth above 600 mm to 900 mm | - | each | - | - |
| 1.003 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | - | - |
| 1.004 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 11.1.2: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>II. Ordinary rock (not requiring blasting) <br> Upto 3 m depth | 1 | cum | - | - |
| 1.007 | OD240529/2025-2026:DOWEL BARS- Supplying and providing MS Dowel bars of size 16mm dia of 2m long(1m in
rock and 1m in concrete) including drilling holes of 20mm dia to a depth of 1m in rock and
filling the gap with cement grout (0.15kg/each) etc complete. (Modified 60.5.2) | - | mm | - | - |
| 1.008 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.009 | 11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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