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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAccepted-AOC | ₹32.3 L | L1 | Accepted-AOC L1 EXECUTED AGREEMENT |
| 2 | L2₹32.6 LRejected-AOC | ₹32.6 L | L2 | Rejected-AOC L1 EXECUTED AGREEMENT |
| 3 | L3₹36.5 LRejected-AOC | ₹36.5 L | L3 | Rejected-AOC L1 EXECUTED AGREEMENT |
| 4 | Rejected-Technical | - | - | Rejected-Technical for execution of agreement |
| Sl No | Description | Qty | Unit | SALIM P L4 | PRAKASHAN.AP L2 | GIREESAN L1 | SANJU P P L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 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 | 134.8 | cum | 414.83 ₹55,919.08 | 353 ₹47,584.40 | 350.77 ₹47,283.80 | 396 ₹53,380.80 |
| 1.00 | OD3152/2025-2026:Filling up low-lying and waterlogged areas with local material such as Quarry Muck / local available material, including loading, transportation, unloading, spreading in uniform layers not exceeding 250 mm thickness, levelling, watering if required, and compacting using appropriate mechanical means (rammer/plate compactor/roller), to achieve required CBR improvement in subgrade as directed by the departmental officers. Rate inclusive of cost and conveyance of all materials, labour, tools, equipment, hire charges, and all incidental charges, etc., complete. (Based on the item No. 3.3) | 143 | cum | 2,662.03 ₹3.8 L | 1,022 ₹1.5 L | 1,013.26 ₹1.4 L | 1,147 ₹1.6 L |
| 1.00 | OD3153/2025-2026:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers on the prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 - Plant Mix Method (Based on spec 4.1.A1) | 126 | cum | 3,643.52 ₹4.6 L | 2,567 ₹3.2 L | 2,544.71 ₹3.2 L | 2,882 ₹3.6 L |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 83 | cum | 9,017.15 ₹7.5 L | 7,217 ₹6.0 L | 7,151.82 ₹5.9 L | 8,102 ₹6.7 L |
| 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 | 125.7 | cum | 9,695.96 ₹12.2 L | 7,927 ₹10.0 L | 7,855.43 ₹9.9 L | 8,899 ₹11.2 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.28 | tonne | 1,02,263.21 ₹3.4 L | 80,536 ₹2.6 L | 79,799.3 ₹2.6 L | 90,407 ₹3.0 L |
| 2.00Road | |||||||
| 2.00 | 60.7.1: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 | 268 | cum | 3,965.37 ₹10.6 L | 3,202 ₹8.6 L | 3,172.88 ₹8.5 L | 3,594 ₹9.6 L |
| 2.00 | 19.6.4:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe | 22.5 | metre | 1,225.44 ₹27,572.40 | 906 ₹20,385 | 1,038.99 ₹23,377.28 | 1,017 ₹22,882.50 |
Tender Value
₹37.3 L
EMD Value
₹50,000
Closing Date
15 Oct 2025, 6:00 pmClosed
Executive engineer,HED malappuram
OFFICE OF THE EXECUTIVE ENGINEER PONNANI,HED malappuram
PCC RCC SIDE PROTECTION
2025_HED_802039_1
HED/CEHED/TR/311/2024_5_1_1/1
Open Tender
Civil Works - Roads
300 days
PURATHUR
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
23 Dec 2025
25 Sept 2025
17 Oct 2025
27 Sept 2025
15 Oct 2025
27 Sept 2025
25 Sept 2025 - 27 Sept 2025
Amount
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
OD3152/2025-2026:Filling up low-lying and waterlogged areas with local material such as Quarry Muck / local available material, including loading, transportation, unloading, spreading in uniform layers not exceeding 250 mm thickness, levelling, watering if required, and compacting using appropriate mechanical means (rammer/plate compactor/roller), to achieve required CBR improvement in subgrade as directed by the departmental officers. Rate inclusive of cost and conveyance of all materials, labour, tools, equipment, hire charges, and all incidental charges, etc., complete. (Based on the item No. 3.3)
OD3153/2025-2026:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers on the prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 - Plant Mix Method (Based on spec 4.1.A1)
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
11.4.4: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
60.7.1: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
19.6.4:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
PRAKASHAN.AP (BID ID -2391020)
SANJU P P (BID ID -2379747)
SALIM P (BID ID -2391355)
Bidder Name
SALIM P
GIREESAN
PRAKASHAN.AP
SANJU P P
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