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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.4 L+₹28,299.22 (5.54%)Admitted-Fee/PreQual/Technical/Finance VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | ₹5.4 L+₹28,299.22 (5.54%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.0 L+₹92,568.38 (18.1%)Admitted-Fee/PreQual/Technical/Finance | ₹6.0 L+₹92,568.38 (18.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MADHU. K.V L3 | Krishnakumar Krishnan Nair L1 | KURIAN K VARGHESE L2 |
|---|---|---|---|---|---|---|
| 1.00Renovation | ||||||
| 1.00 | OD69760/2026-2027:Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 10 (i) Nominal mix (1:3:6)(without form work ,modified 11.4.1.1) | 0.15 | cum | 8,213 ₹1,231.95 | 7,200 ₹1,080 Lowest | 7,337.76 ₹1,100.66 |
| 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) | 21.9 | cum | 8,717.3 ₹1,90,908.87 | 7,600 ₹1,66,440 Lowest | 7,788.33 ₹1,70,564.43 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 291 | sqm | 15.19 ₹4,420.29 | 7 ₹2,037 Lowest | 13.57 ₹3,948.87 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 43.65 | cum | 65.07 ₹2,840.31 | 45 ₹1,964.25 Lowest | 58.13 ₹2,537.37 |
| 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) | 43.65 | cum | 9,075 ₹3,96,123.75 | 7,650 ₹3,33,922.5 Lowest | 8,107.96 ₹3,53,912.45 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 12.12 | cum | 625.11 ₹7,579.46 | 420 ₹5,092.5 Lowest | 558.49 ₹6,771.69 |
Tender Value
₹6.4 L
EMD Value
₹15,890
Closing Date
9 Sept 2026, 6:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER, LID and EW SECTION PATHANAMTHITTA MUNICIPALITY
RECONCRETING
2026_LSGD_866695_11
02/AE/LSGD/PTAMC/RE/26-27
Open Tender
Civil Works - Roads
Item Wise
180 days
PATHANAMTHITTA MUNICIPALITY
Please refer tender documents
11 documents required · 11 mandatory
₹1,405
Yes
₹15,890
Yes
14 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
9 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 1.001 | OD69760/2026-2027:Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 10 (i) Nominal mix (1:3:6)(without form work ,modified 11.4.1.1) | - | 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) | 1 | cum | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | sqm | - | - |
| 1.004 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1 | cum | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
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