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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SHAMSUDHEEN P.T. L3 | Muhammed Shafi.AK L2 | SHIBU K M L1 |
|---|---|---|---|---|---|---|
| 1.00DRAINAGE | ||||||
| 1.00 | OD453315/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 14.4 | cum | 319 ₹4,593.6 | 290.83 ₹4,187.95 | 275.38 ₹3,965.47 Lowest |
| 1.00 | OD453318/2025-2026: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 excluding form work | 18 | cum | 7,424 ₹1,33,632 | 6,716.98 ₹1,20,905.64 | 6,360.02 ₹1,14,480.36 Lowest |
| 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) | 51.41 | cum | 7,500 ₹3,85,560 | 6,826.86 ₹3,50,955.22 | 6,464.06 ₹3,32,304.4 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.25 | cum | 7,830 ₹41,107.5 | 7,129.42 ₹37,429.46 | 6,750.54 ₹35,440.34 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 32.4 | cum | 8,913 ₹2,88,781.2 | 8,115.54 ₹2,62,943.5 | 7,684.26 ₹2,48,970.02 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.56 | tonne | 85,610 ₹3,05,114.04 | 77,945.01 ₹2,77,796.02 | 73,802.82 ₹2,63,033.25 Lowest |
| 1.01 | OD453317/2025-2026:10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying priming
coat of approves steel primer.
10.26.3 G.I. pipes | 728 | kg | 200 ₹1,45,600 | 182.26 ₹1,32,685.28 | 172.58 ₹1,25,638.24 Lowest |
| 1.01 | OD453314/2025-2026: departmental Filling with contractors own earth (Excluding rock) in open areas in layers and excluding 20 cm depth, consolidating each deposited layer by ramming and watering, lead up to 50 meter and lift up to 1.50 meteras per direction of site Engineer- in -charge. | 13.2 | cum | 52.25 ₹689.7 | 44.32 ₹585.02 | 41.96 ₹553.87 Lowest |
| 1.01 | OD461924/2025-2026: Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m as per direction of Engineer in Charge | 112.8 | cum | 412 ₹46,473.6 | 376.53 ₹42,472.58 | 356.52 ₹40,215.46 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
2 Mar 2026, 3:00 pmClosed
ASSISTANT ENGINEER
Office of Assistant Engineer LID and EW Section Pulikkal GP
ROAD
2026_LSGD_839359_5
20_2025_26AE_LID and EW_PK
Open Tender
Civil Works - Others
Item Rate
180 days
PULIKKAL
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
1 Oct 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAINAGE | |||||
| 1.001 | OD453315/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 14.4 | cum | - | - |
| 1.002 | OD453318/2025-2026: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 excluding form work | 18 | cum | - | - |
| 1.003 | 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) | 51.41 | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.25 | cum | - | - |
| 1.005 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 32.4 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.56 | tonne | - | - |
| 1.007 | OD453317/2025-2026:10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying priming
coat of approves steel primer.
10.26.3 G.I. pipes | 728 | kg | - | - |
| 1.008 | OD453314/2025-2026: departmental Filling with contractors own earth (Excluding rock) in open areas in layers and excluding 20 cm depth, consolidating each deposited layer by ramming and watering, lead up to 50 meter and lift up to 1.50 meteras per direction of site Engineer- in -charge. | 13.2 | cum | - | - |
| 1.009 | OD461924/2025-2026: Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m as per direction of Engineer in Charge | 112.8 | cum | - | - |
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