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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | BAIJU ISSAC L1 |
|---|---|---|---|---|
| 1.00retainingwall | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 12.45 | cum | 440 ₹5,478 Lowest |
| 1.00 | OD523741/2025-2026:Dry rubble masonry -Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officeres at site mdified 60.7. | 51.62 | cum | 3,960 ₹2,04,435 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.09 | tonne | 1,00,000 ₹9,000 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) | 2.43 | cum | 9,180 ₹22,307.4 Lowest |
| 1.00 | OD451349/2025-2026:Sectioning up to 150mm and forming the surface for OLD ROAD way levelling cambering etc complete as per direction of Engineer in charge | 975 | 1 sqm | 30 ₹29,250 Lowest |
| 1.01 | 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) | 146.25 | cum | 9,550 ₹13,96,687.5 Lowest |
| 1.01 | OD519968/2025-2026:
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of Type1V micro prismatic grade sheeting fixed over raluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm with suitable back supporting framMS angle40*40*6 supported on 2 inch dia GI Pipe pole 50mm NB-2 nos conforming toIS 1239 by means of properly designed foundation firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 40 x 40 x 60 cm, 60 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. | 1 | sqm | 12,842.1 ₹12,842.1 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,357
Closing Date
12 Jun 2026, 5:00 pmClosed
Assistant Engineer
office of the assistant engineer
This estimete is prepaired for the concreting of Mullenkunnumala road Division 23 of the Koothattukulam Muncipality underCMLRP Work. Currently Starting form ch 0 to ch115m have an existing concrete , the remaining portion is an earthern stage
2026_LSGD_846831_2
E23/KKLM/25-26/4106
Open Tender
Civil Works - Roads
Item Rate
180 days
koothattukulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,357
Yes
22 Oct 2026
4 Jun 2026
16 Jun 2026
4 Jun 2026
12 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retainingwall | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.002 | OD523741/2025-2026:Dry rubble masonry -Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officeres at site mdified 60.7. | - | cum | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 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) | - | cum | - | - |
| 1.005 | OD451349/2025-2026:Sectioning up to 150mm and forming the surface for OLD ROAD way levelling cambering etc complete as per direction of Engineer in charge | - | 1 sqm | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD519968/2025-2026:
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of Type1V micro prismatic grade sheeting fixed over raluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm with suitable back supporting framMS angle40*40*6 supported on 2 inch dia GI Pipe pole 50mm NB-2 nos conforming toIS 1239 by means of properly designed foundation firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 40 x 40 x 60 cm, 60 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. | - | sqm | - | - |
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