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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | L1 | Accepted-AOC AGMNT EXECUTED | |
| 2 | L2₹14.9 L+₹10,334 (0.70%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | TECTONICS ENGINEERING PROJECTS L4 | RAVI K L3 | FAVAS E L2 | SOMASUNDARAN M L5 | BUILDCON CONSTRUCTION COMPANY LIMITED L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road | ||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 127.8 | cum | 63 ₹8,051.4 | 56.35 ₹7,201.53 | 55 ₹7,029 Lowest | 56.85 ₹7,265.43 | 58 ₹7,412.4 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 12.6 | cum | 65 ₹819 Lowest | 362.53 ₹4,567.88 | 356 ₹4,485.6 | 365.78 ₹4,608.83 | 350 ₹4,410 |
| 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. <br>(ii) Using Gravel mix soil. | 71.4 | cum | 2,055 ₹1,46,727 | 2,040.38 ₹1,45,683.13 | 2,009 ₹1,43,442.6 | 2,059.54 ₹1,47,051.16 | 2,000 ₹1,42,800 Lowest |
| 1.00 | OD154796/2025-2026: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 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. <br>(ii) Using Gravel mix soil. | 25.65 | cum | 1,930 ₹49,504.5 | 1,908.01 ₹48,940.46 | 1,878 ₹48,170.7 Lowest | 1,925.08 ₹49,378.3 | 1,980 ₹50,787 |
| 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) | 145.57 | cum | 8,000 ₹11,64,600 | 7,853.33 ₹11,43,248.51 | 7,730 ₹11,25,294.75 | 7,923.6 ₹11,53,478.07 | 7,590 ₹11,04,914.25 Lowest |
| 1.01 | 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 | 39.9 | cum | 450 ₹17,955 Lowest | 773.38 ₹30,857.86 | 761 ₹30,363.9 | 780.31 ₹31,134.37 | 780 ₹31,122 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.1 | cum | 7,600 ₹15,960 | 7,391.6 ₹15,522.36 | 7,275 ₹15,277.5 Lowest | 7,457.75 ₹15,661.28 | 7,600 ₹15,960 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.25 | cum | 7,500 ₹1,21,875 | 7,223.58 ₹1,17,383.18 | 7,110 ₹1,15,537.5 Lowest | 7,288.23 ₹1,18,433.74 | 7,500 ₹1,21,875 |
| 1.01 | OD198188/2025-2026:providing and fixing PVC pipes 63mm dia 6 kg/cm2 for providing weep holes. | 12.45 | metre | 240 ₹2,988 | 134.03 ₹1,668.67 | 131 ₹1,630.95 | 135.23 ₹1,683.61 | 130 ₹1,618.5 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
28 Aug 2025, 6:00 pmClosed
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, [email protected]
Please refer Tender document
2025_LSGD_788500_1
PP/EG7/2025-26/SE/287
Open Tender
Civil Works - Roads
Item Rate
365 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹42,370
Yes
28 Oct 2025
20 Aug 2025
30 Aug 2025
20 Aug 2025
28 Aug 2025
20 Aug 2025
Amount
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
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. <br>(ii) Using Gravel mix soil.
OD154796/2025-2026: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 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. <br>(ii) Using Gravel mix soil.
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 <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
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
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD198188/2025-2026:providing and fixing PVC pipes 63mm dia 6 kg/cm2 for providing weep holes.
FAVAS E (BID ID -2313687)
RAVI K (BID ID -2313769)
TECTONICS ENGINEERING PROJECTS (BID ID -2313339)
SOMASUNDARAN M (BID ID -2313390)
Bidder Name
RAVI K
FAVAS E
TECTONICS ENGINEERING PROJECTS
SOMASUNDARAN M
BUILDCON CONSTRUCTION COMPANY LIMITED
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