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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.2 L+₹8,813.23 (2.80%)Admitted-Fee/PreQual/Technical/Finance RAJEEV MANDIRAM NEDIYARA PO ANCHAL AE | ALAPPUZHA | KERALA | 686102 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJEEV CONTRACTOR L2 | RAGHULAN PILLAI R L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | OD120992/2026-2027:[OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m
and lift up to 1.5 m.
All kinds of soil | 99.75 | sqm | 28.04 ₹2,796.99 Lowest | 32.55 ₹3,246.86 |
| 1.00 | OD121083/2026-2027:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 7.05 | cum | 431.67 ₹3,043.27 Lowest | 541.55 ₹3,817.93 |
| 1.00 | OD121055/2026-2027: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 form work excluded) | 0.59 | cum | 6,614.42 ₹3,902.51 Lowest | 8,661.22 ₹5,110.12 |
| 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) | 20.7 | cum | 7,297.14 ₹1,51,050.8 | 7,012.44 ₹1,45,157.51 Lowest |
| 1.00 | 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) | 21.99 | cum | 7,289.86 ₹1,60,289.44 | 7,015.22 ₹1,54,250.66 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 16.26 | cum | 42.52 ₹691.38 Lowest | 55.74 ₹906.33 |
| 1.01 | OD121281/2026-2027:Name boards upto 0.9 sqm size board Providing and erecting name board made of
ACP , 3 mm thick with area not exceeding 0.9 sqm supported on 1 inch frame with 2inch dia GI
Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade
cement concrete 300x300x300 mm, 300 mm below ground level | 0.54 | sqm | 2,812.52 ₹1,518.76 Lowest | 3,686.13 ₹1,990.51 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
11 Sept 2026, 3:00 pmClosed
NAJEEM K E
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION, ANCHAL GRAMA PANCHAYATH, ANCHAL, KOLLAM
111/27 UCHIKODU THOTTAMMUKKU COLONY ROAD MAINTENANCE IN ANCHAL GP
2026_LSGD_867163_1
01/TEN/AE/LIDEW/ACL/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
ANCHAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
4 Oct 2026
2 Sept 2026
14 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | OD120992/2026-2027:[OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m
and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.002 | OD121083/2026-2027:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means 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 | OD121055/2026-2027: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 form work excluded) | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.007 | OD121281/2026-2027:Name boards upto 0.9 sqm size board Providing and erecting name board made of
ACP , 3 mm thick with area not exceeding 0.9 sqm supported on 1 inch frame with 2inch dia GI
Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade
cement concrete 300x300x300 mm, 300 mm below ground level | - | sqm | - | - |
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