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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | HASHIM IBRAHIM L2 | P. S. Sunil L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance. | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 13.12 | cum | 437.09 ₹5,736.81 | 384.11 ₹5,041.44 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 | 5.21 | cum | 932.41 ₹4,854.13 | 819.39 ₹4,265.74 Lowest |
| 1.00 | OD113419/2026-2027:Supplying and fixing 12mm.dia dowel bars 60 cm.deep inside the hole and 60 cm.outside the hole and bend at 30cm. above the rock. | 56 | each | 345.18 ₹19,330.08 | 303.34 ₹16,987.04 Lowest |
| 1.00 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.23 | tonne | 1,03,109.73 ₹24,127.68 | 90,611.58 ₹21,203.11 Lowest |
| 1.00 | 12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 21.26 | cum | 9,211.32 ₹1,95,860.3 | 8,094.79 ₹1,72,119.52 Lowest |
| 1.01 | 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) | 8.62 | cum | 9,468.11 ₹81,596.17 | 8,320.46 ₹71,705.72 Lowest |
| 1.01 | OD169748/2026-2027:Providing 40mm. dia.PVC pipe 6kg/cm2.for wheep holes. | 23.8 | 1 metre | 75.84 ₹1,804.99 | 66.65 ₹1,586.27 Lowest |
| 1.01 | OD113505/2026-2027:Surface dressing | 57.45 | sqm | 35.26 ₹2,025.69 | 30.99 ₹1,780.38 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,468
Closing Date
1 Oct 2026, 5:00 pmClosed
Assistant Engineer
LID and EW Section Koottickal GP
Re Tender Annual Plan-Koottickal GP Project No 34/2027 Mintenence of New Maruthikkadu road ward 8
2026_LSGD_867907_18
01/AE/LID/EW/KTL/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Koottickal
Please refer Tender documents.
6 documents required · 6 mandatory
₹750
Yes
₹8,468
Yes
17 Oct 2026
22 Sept 2026
3 Oct 2026
22 Sept 2026
1 Oct 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance. | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 13.13 | cum | - | - |
| 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 | 5.21 | cum | - | - |
| 1.003 | OD113419/2026-2027:Supplying and fixing 12mm.dia dowel bars 60 cm.deep inside the hole and 60 cm.outside the hole and bend at 30cm. above the rock. | 56 | each | - | - |
| 1.004 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.23 | tonne | - | - |
| 1.005 | 12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 21.26 | cum | - | - |
| 1.006 | 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) | 8.62 | cum | - | - |
| 1.007 | OD169748/2026-2027:Providing 40mm. dia.PVC pipe 6kg/cm2.for wheep holes. | 23.8 | 1 metre | - | - |
| 1.008 | OD113505/2026-2027:Surface dressing | 57.45 | sqm | - | - |
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