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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC NOT AVAILABLE | ₹8.5 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹14.0 LRejected-AOC | ₹14.0 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical License documents not submitted for verification |
| Sl No | Description | Qty | Unit | SURENDRABABU C L1 | K T Anas L2 | K T Ziyad L3 |
|---|---|---|---|---|---|---|
| 1.00Culvert | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 30.45 | cum | 64.04 ₹1,950.02 | 750 ₹22,837.50 | 787.5 ₹23,979.38 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 10.15 | cum | 3,170.13 ₹32,176.82 | 6,500 ₹65,975 | 6,825 ₹69,273.75 |
| 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. | 54.52 | cum | 65.97 ₹3,596.68 | 700 ₹38,164 | 735 ₹40,072.20 |
| 1.00 | OD317152/2025-2026: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 | 10.22 | cum | 8,078.25 ₹82,559.72 | 8,500 ₹86,870 | 8,925 ₹91,213.50 |
| 1.00 | 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) | 58.35 | cum | 8,210.4 ₹4.8 L | 12,000 ₹7.0 L | 12,600 ₹7.4 L |
| 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 | 7.56 | cum | 9,227.9 ₹69,762.92 | 14,000 ₹1.1 L | 14,700 ₹1.1 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.72 | tonne | 93,741.49 ₹67,868.84 | 1,10,000 ₹79,640 | 1,15,500 ₹83,622 |
| 1.01 | OD427658/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (Derived from DAR 60.6) | 42.9 | per metre | 117.61 ₹5,045.47 | 250 ₹10,725 | 262.5 ₹11,261.25 |
| 1.01 | OD44430/2025-2026:Interlock concrete block pavement.Providing and laying interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.beeding with bed=60x3.75x0.03=6.75cum joints=60x0.08x0.1=0.48cum. | 101.5 | 1 sqm | 1,002.72 ₹1.0 L | 2,800 ₹2.8 L | 2,940 ₹3.0 L |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
2 Feb 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur DP
LAC-ADS-2024-25, Dharmadam LAC - Sri. Pnarayi Vijayan, MLA-Construction of 2 Nos. Culvert and Related Works to Kaniyankandimukku - AKG School Road in Pinarayi GP-General Civil Work (Re-Tender)
2026_LSGD_829838_24
DB/TN/4(4-A)/25-26
Open Tender
Civil Works - Others
180 days
Kannur
Please refer tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
27 Mar 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
Culvert
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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.
OD317152/2025-2026: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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
OD427658/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (Derived from DAR 60.6)
OD44430/2025-2026:Interlock concrete block pavement.Providing and laying interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.beeding with bed=60x3.75x0.03=6.75cum joints=60x0.08x0.1=0.48cum.
OD426098/2025-2026:Supplying and fitting name boards of size 75cm x 45cm. made with GI plain sheets 1.25 mm thick (class IIII) fitted with 35X35x4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet, fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30 cm X 30 cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.
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