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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SUMESH.K.R L1 |
|---|---|---|---|---|
| 1.00ROAD | ||||
| 1.00 | OD212378/2025-2026:CHERTHALA TALUK- 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 (WITH POWER ROLLER) | 420.48 | cum | 1,288.04 ₹5,41,595.06 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 188.4 | cum | 2,439.36 ₹4,59,575.42 Lowest |
| 1.00 | OD212486/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including
testing of joints etc. complete: 600 mm dia R.C.C. pipe Modified DAR 19.6.7 | 20 | metre | 2,597.91 ₹51,958.2 Lowest |
| 2.00Retaining wall | ||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 8.5 | cum | 433.55 ₹3,685.18 Lowest |
| 2.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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. | 19.23 | cum | 6,724.51 ₹1,29,278.7 Lowest |
| 2.00 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4 | 5.74 | cum | 9,198.96 ₹52,783.63 Lowest |
| 2.00 | 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) | 0.56 | cum | 9,382.23 ₹5,282.2 Lowest |
| 2.00 | OD67412/2025-2026:Providing Name board | 1 | each | 3,440 ₹3,440 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,762
Closing Date
3 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGINEER
LSGD OFFICE
Re Tender LAC ADS Thazhchayil Karimanthra road in Kadakarapally GP ward 5 MLA ADS General Civil Work
2025_LSGD_814177_19
JP/OCT/RE/LIDEW/ALPY/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,762
Yes
19 Jan 2026
25 Oct 2025
5 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
Amount
OD212378/2025-2026:CHERTHALA TALUK- 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 (WITH POWER ROLLER)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD212486/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including testing of joints etc. complete: 600 mm dia R.C.C. pipe Modified DAR 19.6.7
Retaining wall
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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.
11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4
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)
OD67412/2025-2026:Providing Name board
Bidder Name
SUMESH.K.R
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