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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.9 L+₹95,205.50 (19.1%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.8 L+₹1.8 L (36.1%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VINOD. S L1 | AJMAL KHAN J L2 | Midhun M S L3 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 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. | 330 | sqm | 12.02 ₹3,966.6 Lowest | 14.32 ₹4,725.6 | 16.36 ₹5,398.8 |
| 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 | 1 | cum | 1,370.71 ₹1,370.71 Lowest | 1,632.91 ₹1,632.91 | 1,866.18 ₹1,866.18 |
| 1.00 | 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) | 51.75 | cum | 7,180.67 ₹3,71,599.67 Lowest | 8,554.24 ₹4,42,681.92 | 9,776.27 ₹5,05,921.97 |
| 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) | 16.54 | cum | 6,897.6 ₹1,14,072.51 Lowest | 8,217.02 ₹1,35,893.08 | 9,390.88 ₹1,55,306.37 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.9 | cum | 487.58 ₹4,827.04 Lowest | 580.84 ₹5,750.32 | 663.82 ₹6,571.82 |
| 1.01 | OD89667/2026-2027:Supplying and fixing information board 75x60cm using GI pipes as post and MS sheet suttounded by MS angles including painting, lettering and fixing in position as per direction of e-i---c(MoRD) | 1 | each | 1,866.38 ₹1,866.38 Lowest | 2,224.58 ₹2,224.58 | 2,542.38 ₹2,542.38 |
Tender Value
₹6.8 L
EMD Value
₹16,940
Closing Date
28 Sept 2026, 6:00 pmClosed
AE LSGD
AE LSGD ANAD GP
Annual Plan ANAD GP 2026 MAINTENANCE OF ORUPARAKKONAM ROAD IN WARD 01 PROJ NO 77
2026_LSGD_869806_5
02/AE/LSGD/ANAD/26-27
Open Tender
Civil Works - Roads
Item Rate
ANAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,940
6 Oct 2026
16 Sept 2026
30 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 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. | 330 | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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) | 51.75 | 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) | 16.54 | cum | - | - |
| 1.005 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.9 | cum | - | - |
| 1.006 | OD89667/2026-2027:Supplying and fixing information board 75x60cm using GI pipes as post and MS sheet suttounded by MS angles including painting, lettering and fixing in position as per direction of e-i---c(MoRD) | 1 | each | - | - |
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