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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-AOC | ₹13.9 L | L1 | Accepted-AOC L1 executed agreement |
| 2 | L2₹14.2 LRejected-AOC | ₹14.2 L | L2 | Rejected-AOC L1 executed agreement |
| 3 | L3₹14.3 LRejected-AOC | ₹14.3 L | L3 | Rejected-AOC L1 executed agreement |
| Sl No | Description | Qty | Unit | VISHNU BABU L1 | SUDEVAN T L2 | MOHAMMED SHIBIL PM L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 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 | 40.01 | cum | 6,900 ₹2.8 L | 7,305 ₹2.9 L | 7,050.96 ₹2.8 L |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 35.02 | cum | 7,300 ₹2.6 L | 7,253 ₹2.5 L | 7,452.82 ₹2.6 L |
| 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 | 75 | cum | 2,000 ₹1.5 L | 2,591 ₹1.9 L | 2,662.42 ₹2.0 L |
| 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 | 9 | cum | 300 ₹2,700 | 600 ₹5,400 | 737.75 ₹6,639.75 |
| 1.00 | 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 | 58 | cum | 8,400 ₹4.9 L | 7,815 ₹4.5 L | 7,744.64 ₹4.5 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.81 | tonne | 80,000 ₹1.4 L | 80,000 ₹1.4 L | 78,673.81 ₹1.4 L |
| 1.01 | OD1790/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller etc complete for improving the CBR value of subgrade | 75 | cum | 1,000 ₹75,000 | 1,076 ₹80,700 | 1,139.04 ₹85,428 |
Tender Value
₹16.7 L
EMD Value
₹41,809
Closing Date
4 Nov 2025, 6:00 pmClosed
Executive engineer,HED malappuram
OFFICE OF THE EXECUTIVE ENGINEER HED MALAPPURAM DIVISON PONNANI
PCC RCC GSB
2025_HED_811370_1
HED/CEHED/TR/480/2025_5_1_1/1
Open Tender
Civil Works - Roads
150 days
TANALUR
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹41,809
Yes
24 Jan 2026
17 Oct 2025
6 Nov 2025
20 Oct 2025
4 Nov 2025
20 Oct 2025
17 Oct 2025 - 20 Oct 2025
Amount
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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
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
11.4.4: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
OD1790/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller etc complete for improving the CBR value of subgrade
SUDEVAN T (BID ID -2427851)
MOHAMMED SHIBIL PM (BID ID -2423489)
Bidder Name
SUDEVAN T
MOHAMMED SHIBIL PM
VISHNU BABU
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