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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-AOC DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | L1 | Accepted-AOC AGMNT EXECUTED | |
| 2 | L2₹14.8 L+₹43,389.94 (3.01%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical PUTHUSSERY HOUSE CHEVAYUR POST KOZHIKODE 673017 | KOZHIKODE | KOZHIKODE | KERALA | 673017 | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical KERALA KL | KANNUR | KERALA | 670308 | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | DEVADAS S L5 | Ratheesh kumar L6 | TECTONICS ENGINEERING PROJECTS L1 | FAYIS P L3 | FAVAS E L2 | SAJEEV N L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete/Interlock | |||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 21.84 | cum | 61.69 ₹1,347.31 | 65 ₹1,419.6 | 65 ₹1,419.6 | 300 ₹6,552 | 57 ₹1,244.88 Lowest | 57.89 ₹1,264.32 |
| 1.00 | 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. | 21.84 | cum | 2,203.54 ₹48,125.31 | 2,000 ₹43,680 | 1,750 ₹38,220 Lowest | 2,800 ₹61,152 | 1,997 ₹43,614.48 | 2,009.3 ₹43,883.11 |
| 1.00 | OD75599/2025-2026:Modified OD of 4.11.2-GSB without machine rolling
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 manual means on prepared surface, mixing by mix in
place method with rotavator at once and compacting with manual meansto achieve the
desired density complete as per Clause 401.4 as per Technical Specification Clause
408. <br>(ii) Using Gravel mix soil. | 76.32 | cum | 1,498.41 ₹1,14,358.65 Lowest | 2,100 ₹1,60,272 | 1,700 ₹1,29,744 | 1,700 ₹1,29,744 | 1,867 ₹1,42,489.44 | 1,878.13 ₹1,43,338.88 |
| 1.00 | OD75600/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver
block of M - 30 grade made by block making machine with strong vibratory
compaction, of approved size,
design & shape, laid in required colour and pattern over and including 50
mm thick compacted bed Stone aggregate 6 mm nominal size, etc. all complete as per
the direction of Engineer-in-charge. | 336 | sqm | 1,189.9 ₹3,99,806.4 | 950 ₹3,19,200 | 910 ₹3,05,760 | 950 ₹3,19,200 | 854 ₹2,86,944 Lowest | 859.4 ₹2,88,758.4 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 18 | cum | 502.4 ₹9,043.2 | 600 ₹10,800 | 600 ₹10,800 | 300 ₹5,400 Lowest | 525 ₹9,450 | 528.81 ₹9,518.58 |
| 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) | 106.9 | cum | 7,492.06 ₹8,00,901.21 | 8,100 ₹8,65,890 | 7,250 ₹7,75,025 Lowest | 7,400 ₹7,91,060 | 7,686 ₹8,21,633.4 | 7,730.34 ₹8,26,373.35 |
| 1.01 | 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 | 10.4 | cum | 705.12 ₹7,333.25 | 865 ₹8,996 | 727 ₹7,560.8 | 400 ₹4,160 Lowest | 756 ₹7,862.4 | 761.28 ₹7,917.31 |
| 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 | 2.08 | cum | 7,051.35 ₹14,666.81 | 8,268 ₹17,197.44 | 7,000 ₹14,560 | 6,000 ₹12,480 Lowest | 7,234 ₹15,046.72 | 7,275.85 ₹15,133.77 |
| 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) | 0.52 | cum | 7,315.77 ₹3,804.2 Lowest | 8,438 ₹4,387.76 | 8,400 ₹4,368 | 7,500 ₹3,900 | 7,383 ₹3,839.16 | 7,425.6 ₹3,861.31 |
Tender Value
₹16.9 L
EMD Value
₹42,368
Closing Date
3 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, [email protected]
Please refer Tender document
2025_LSGD_771809_1
PP/EG7/2025-26/SE/67
Open Tender
Civil Works - Roads
Item Rate
300 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹42,368
Yes
15 Sept 2025
26 Jun 2025
5 Jul 2025
26 Jun 2025
3 Jul 2025
26 Jun 2025
Amount
Road Concrete/Interlock
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
OD75599/2025-2026:Modified OD of 4.11.2-GSB without machine rolling 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 manual means on prepared surface, mixing by mix in place method with rotavator at once and compacting with manual meansto achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt;(ii) Using Gravel mix soil.
OD75600/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design &amp;amp; shape, laid in required colour and pattern over and including 50 mm thick compacted bed Stone aggregate 6 mm nominal size, etc. all complete as per the direction of Engineer-in-charge.
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
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)
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
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
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)
11.4.2.1: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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
FAVAS E (BID ID -2239088)
FAYIS P (BID ID -2239889)
SAJEEV N (BID ID -2239747)
DEVADAS S (BID ID -2236609)
Ratheesh kumar (BID ID -2239074)
Bidder Name
Ratheesh kumar
DEVADAS S
FAVAS E
SAJEEV N
TECTONICS ENGINEERING PROJECTS
FAYIS P
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