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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | L1 | Accepted-AOC AGMNT EXECUTED | |
| 2 | L2₹13.6 L+₹19,667.75 (1.47%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | OMRAN PROJECTS PRIVATE LIMITED L2 | SADANANDAN K L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 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. | 124 | sqm | 13.08 ₹1,621.92 Lowest | 15 ₹1,860 |
| 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 | 61.65 | cum | 661.27 ₹40,767.3 | 600 ₹36,990 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 | 20 | cum | 769.85 ₹15,397 | 700 ₹14,000 Lowest |
| 1.00 | OD12776/2025-2026:Filling with quarry muck
filling up low lying and water logged areas with local material / quarrymuck spreading in layers,levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade | 63.25 | cum | 840.16 ₹53,140.12 Lowest | 850 ₹53,762.5 |
| 1.00 | OD82343/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 702, 704, 1202 & 1203. | 97.5 | cum | 3,480.79 ₹3,39,377.03 | 3,000 ₹2,92,500 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4 | cum | 7,358.52 ₹29,434.08 | 7,000 ₹28,000 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 10 | cum | 7,191.2 ₹71,912 | 7,000 ₹70,000 Lowest |
| 1.01 | 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) | 1 | cum | 7,509.82 ₹7,509.82 | 7,250 ₹7,250 Lowest |
| 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 IV. R.C.C grade M 20 | 7.05 | cum | 8,082.09 ₹56,978.73 | 7,500 ₹52,875 Lowest |
Tender Value
₹15.2 L
EMD Value
₹38,114
Closing Date
28 Jun 2025, 6:00 pmClosed
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, [email protected]
Please refer Tender document
2025_LSGD_770851_1
PP/EG7/2025-26/SE/38
Open Tender
Civil Works - Roads
Item Rate
330 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹38,114
Yes
19 Aug 2025
21 Jun 2025
30 Jun 2025
21 Jun 2025
28 Jun 2025
21 Jun 2025
Amount
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.
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
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
OD12776/2025-2026:Filling with quarry muck filling up low lying and water logged areas with local material / quarrymuck spreading in layers,levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade
OD82343/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 702, 704, 1202 & 1203.
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD12774/2025-2026: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 (REF DAR 10.25.2)
OD12777/2025-2026:Engaging labour for laying pre-cast slab slab
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD82330/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers and watering and compacting by manual means including all cost and conveyance of material and lab our charges etc., complete
OD12775/2025-2026: Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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)
OMRAN PROJECTS PRIVATE LIMITED (BID ID -2234677)
Bidder Name
SADANANDAN K
OMRAN PROJECTS PRIVATE LIMITED
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