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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 LAccepted-Finance | ₹20.8 L | L1 | Accepted-Finance lowest |
| 2 | L2₹25.4 L+₹4.6 L (21.9%)Rejected-Finance | ₹25.4 L+₹4.6 L (21.9%) | L2 | Rejected-Finance second lowest |
| 3 | L3₹25.4 L+₹4.6 L (22.1%)Rejected-Finance | ₹25.4 L+₹4.6 L (22.1%) | L3 | Rejected-Finance third lowest |
| Sl No | Description | Qty | Unit | SHABU B. L2 | SUBHASH U L1 | RAJESH KUMAR C L3 |
|---|---|---|---|---|---|---|
| 1.00RETARRING | ||||||
| 1.00 | OD84152/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 824 | sqm | 37 ₹30,488 | 30.8 ₹25,379.2 Lowest | 42 ₹34,608 |
| 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) | 122.88 | cum | 9,776 ₹12,01,274.88 | 8,017.52 ₹9,85,192.86 Lowest | 9,776 ₹12,01,274.88 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.74 | cum | 9,390 ₹53,898.6 | 7,701.46 ₹44,206.38 Lowest | 9,390 ₹53,898.6 |
| 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 | 86.67 | cum | 962 ₹83,381.35 | 789.56 ₹68,435.11 Lowest | 962 ₹83,381.35 |
| 1.00 | 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 | 12.86 | cum | 9,201 ₹1,18,278.86 | 7,546.14 ₹97,005.63 Lowest | 9,201 ₹1,18,278.86 |
| 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 | 56.77 | cum | 10,106 ₹5,73,717.62 | 8,288.55 ₹4,70,540.98 Lowest | 10,106 ₹5,73,717.62 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 4.6 | tonne | 1,02,669 ₹4,72,072.06 | 84,199.05 ₹3,87,147.23 Lowest | 1,02,669 ₹4,72,072.06 |
| 1.01 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 9.8 | cum | 491 ₹4,811.8 | 402.78 ₹3,947.24 Lowest | 491 ₹4,811.8 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
15 Jul 2026, 6:00 pmClosed
Leejiaraju
OFFICE OF AEE ULLOOR ZONAL
P No725/27 Chennavoor Kochuputhuveed drain constructionSreenagar Venchavode Chennavoor Pottayil retarring and road concreting in Chellamangalam ward
2026_LSGD_859457_6
AEE/KZTM/DB/T04/2026-27
Open Tender
Civil Works - Roads
Item Rate
CHELLAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
15 Sept 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
15 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING | |||||
| 1.001 | OD84152/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 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 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.008 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | - | cum | - | - |
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