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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-Finance | ₹20.9 L | L1 | Accepted-Finance lowest |
| 2 | L2₹24.3 L+₹3.5 L (16.6%)Rejected-Finance | ₹24.3 L+₹3.5 L (16.6%) | L2 | Rejected-Finance second lowst |
| 3 | L3₹24.5 L+₹3.6 L (17.4%)Rejected-Finance | ₹24.5 L+₹3.6 L (17.4%) | L3 | Rejected-Finance third lowest |
| 4 | L4₹29.7 L+₹8.8 L (42.2%)Rejected-Finance | ₹29.7 L+₹8.8 L (42.2%) | L4 | Rejected-Finance fourth lowest |
| 5 | L5₹29.8 L+₹8.9 L (42.7%)Rejected-Finance | ₹29.8 L+₹8.9 L (42.7%) | L5 | Rejected-Finance fifth lowest |
| Sl No | Description | Qty | Unit | SANGEETH L1 | SHABU B. L4 | SUBASH S L2 | SIBIN B S L3 | RAJESH KUMAR C L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00RETARRING | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,750 | sqm | 11.5 ₹20,125 Lowest | 16 ₹28,000 | 13.42 ₹23,485 | 13.5 ₹23,625 | 22 ₹38,500 |
| 1.00 | OD99707/2026-2027: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 | 192 | sqm | 26.4 ₹5,068.8 Lowest | 37 ₹7,104 | 30.8 ₹5,913.6 | 31.15 ₹5,980.8 | 37 ₹7,104 |
| 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) | 291.26 | cum | 6,872.72 ₹20,01,775.92 Lowest | 9,776 ₹28,47,396.86 | 8,016.54 ₹23,34,929.51 | 8,070 ₹23,50,500.48 | 9,776 ₹28,47,396.86 |
| 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 | 5.83 | cum | 676.82 ₹3,947.21 Lowest | 962 ₹5,610.38 | 789.46 ₹4,604.13 | 798 ₹4,653.94 | 962 ₹5,610.38 |
| 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 | 0.13 | cum | 6,468.65 ₹827.99 Lowest | 9,201 ₹1,177.73 | 7,545.22 ₹965.79 | 7,630 ₹976.64 | 9,201 ₹1,177.73 |
| 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 | 2.53 | cum | 7,105.05 ₹17,954.46 Lowest | 10,106 ₹25,537.86 | 8,287.54 ₹20,942.61 | 8,380 ₹21,176.26 | 10,106 ₹25,537.86 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.3 | tonne | 72,176.48 ₹21,869.47 Lowest | 1,02,669 ₹31,108.71 | 84,188.79 ₹25,509.2 | 85,210 ₹25,818.63 | 1,02,669 ₹31,108.71 |
| 1.01 | OD83433/2026-2027:(derived from DSoR 10.25.2). Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 75 | kg | 133.12 ₹9,984 Lowest | 189 ₹14,175 | 155.28 ₹11,646 | 156 ₹11,700 | 189 ₹14,175 |
| 1.01 | OD104616/2026-2027:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 63 mm dia PVC pipe (4kgf/cm2)extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 36 | no | 98.2 ₹3,535.2 Lowest | 139 ₹5,004 | 114.54 ₹4,123.44 | 115 ₹4,140 | 139 ₹5,004 |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
28 Jul 2026, 6:00 pmClosed
Leejiaraju
AEE ULLOOR ZONAL
456/27 Kalluvila-Paruthivila link road-PanikkavilakamVenchavode CV nagar anganawadi road-Naduthala veed-Kariyathuvila road concreting retarringin Sreekariyam ward
2026_LSGD_861616_14
AEE/KZTM/DB/T05/2026-27
Open Tender
Civil Works - Roads
Item Rate
Sreekariyam ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
18 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD99707/2026-2027: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 | - | - |
| 1.003 | 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) | 0.6 | 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 | OD83433/2026-2027:(derived from DSoR 10.25.2). Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | kg | - | - |
| 1.009 | OD104616/2026-2027:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 63 mm dia PVC pipe (4kgf/cm2)extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | no | - | - |
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