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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC Ponmala Grama Panchayat Administrative Committee decided to accept the tender | |
| 2 | L2₹3.8 L+₹20,309.91 (5.70%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹3.8 L+₹24,231.16 (6.80%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | MUHAMMED SAJIR M L1 | ABDUL HAFIS P. L3 | MOHAMEDALI L2 |
|---|---|---|---|---|---|---|
| 1.00Road concrete at fully damaged portions of tar road | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 88 | sqm | 33 ₹2,904 | 14.7 ₹1,293.6 | 14.55 ₹1,280.4 Lowest |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 5.28 | cum | 450 ₹2,376 Lowest | 1,716.38 ₹9,062.49 | 1,698.7 ₹8,969.14 |
| 1.00 | OD314770/2025-2026:(OD from DAR 2.8.1) Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or draind (not exeeding 1.50m in width or 10sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.50m , including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m All kinds of soil | 13.75 | cum | 240 ₹3,300 Lowest | 344.22 ₹4,733.03 | 340.67 ₹4,684.21 |
| 1.00 | OD314769/2025-2026:(OD from DAR 60.7.1) Dry rubble masonry with hard stone, including in foundation and super structure including packing to compactness to lines and levels, cost and conveyence of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 27.5 | cum | 3,000 ₹82,500 Lowest | 3,821.24 ₹1,05,084.1 | 3,781.88 ₹1,04,001.7 |
| 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 | 2.2 | cum | 9,605 ₹21,131 | 9,081.43 ₹19,979.15 | 8,987.89 ₹19,773.36 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.09 | tonne | 92,253 ₹8,118.26 | 92,253.53 ₹8,118.31 | 91,303.32 ₹8,034.69 Lowest |
| 1.01 | OD321300/2025-2026:(OD from MORD 3.3 &3.4) Filling with contractors own earth (excluding rock ) in open areas in layers not exeeding 20 cm in dept, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site engineer in charge. | 24.82 | cum | 650 ₹16,133 | 445.65 ₹11,061.03 | 441.06 ₹10,947.11 Lowest |
| 1.01 | OD314897/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local material/quarry muck, spreading in layers
,levelling the top at site and consolidation by ramming etc. complete for improving the CBR
value of subgrade. | 11.02 | cum | 2,500 ₹27,550 | 944.28 ₹10,405.97 | 934.55 ₹10,298.74 Lowest |
| 1.01 | 4.1.A.1: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. (i) For Grading I Material | 11.02 | cum | 3,000 ₹33,060 Lowest | 3,077.04 ₹33,908.98 | 3,045.35 ₹33,559.76 |
Tender Value
₹3.8 L
EMD Value
₹9,518
Closing Date
27 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER PONMALA GP
Renovation of Kunnamkutty- Moochikulambu road Pr.no.285/26
2025_LSGD_811580_2
AE/LID/EW/PMLA/T3/2025-26
Open Tender
Civil Works - Buildings
Item Rate
210 days
PONMALA GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹840
Yes
₹9,518
Yes
21 Apr 2026
17 Oct 2025
29 Oct 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
Amount
Road concrete at fully damaged portions of tar road
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
OD314770/2025-2026:(OD from DAR 2.8.1) Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or draind (not exeeding 1.50m in width or 10sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.50m , including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m All kinds of soil
OD314769/2025-2026:(OD from DAR 60.7.1) Dry rubble masonry with hard stone, including in foundation and super structure including packing to compactness to lines and levels, cost and conveyence of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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
OD321300/2025-2026:(OD from MORD 3.3 &3.4) Filling with contractors own earth (excluding rock ) in open areas in layers not exeeding 20 cm in dept, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site engineer in charge.
OD314897/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local material/quarry muck, spreading in layers ,levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.
4.1.A.1: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. (i) For Grading I Material
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)
OD210820/2025-2026:Provideing and fixing Granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 (1 cement : 4 course sand) including all charges etc complete at all leveles including lettering and fixing.
MOHAMEDALI (BID ID -2412068)
ABDUL HAFIS P. (BID ID -2411885)
Bidder Name
MOHAMEDALI
ABDUL HAFIS P.
MUHAMMED SAJIR M
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