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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹7.7 L+₹81,812.87 (11.9%)Rejected-Finance | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RIYAZ K L2 | P S RADHAKRISHNA PILLAI L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||
| 1.00 | OD139412/2026-2027: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 (Modified 11.4.1.1, without form work) | 8.18 | cum | 7,253.11 ₹59,330.44 | 6,482.8 ₹53,029.3 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) | 54.23 | cum | 7,698.47 ₹4,17,449.54 | 6,880.86 ₹3,73,114.63 Lowest |
| 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 | 7.2 | cum | 789.25 ₹5,682.6 | 705.43 ₹5,079.1 Lowest |
| 1.00 | OD176938/2026-2027:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 17 | cum | 5,181.3 ₹88,082.1 | 4,631.02 ₹78,727.34 Lowest |
| 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 | 12.53 | cum | 8,285.33 ₹1,03,773.76 | 7,405.39 ₹92,752.51 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.38 | cum | 8,006.42 ₹3,002.41 | 7,156.1 ₹2,683.54 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.06 | tonne | 84,166.46 ₹89,637.28 | 75,227.55 ₹80,117.34 Lowest |
| 1.01 | OD139664/2026-2027: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 up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 7.68 | cum | 439.55 ₹3,375.74 | 392.87 ₹3,017.24 Lowest |
Tender Value
₹9.2 L
EMD Value
₹22,981
Closing Date
24 Sept 2026, 5:00 pmClosed
Assistant Engineer
LSGD SECTION Poruvazhy GP
Annual Plan-2025-26 - Poruvazhy GP - Pro. No. 59 /26-27-MAINTENANCE OF THARAYIL MUKKU- PATTATHIL MUKKU ROAD - WARD18
2026_LSGD_869409_9
02/AE/LSGD/PRY/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Poruvazhy GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,030
Yes
₹22,981
Yes
2 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | OD139412/2026-2027: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 (Modified 11.4.1.1, without form work) | 8.18 | cum | - | - |
| 1.002 | 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) | 54.23 | cum | - | - |
| 1.003 | 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 | 7.2 | cum | - | - |
| 1.004 | OD176938/2026-2027:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 17 | cum | - | - |
| 1.005 | 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 | 12.53 | cum | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.38 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.07 | tonne | - | - |
| 1.008 | OD139664/2026-2027: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 up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 7.68 | cum | - | - |
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