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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC ADARSH | ₹3.9 L | L1 | Accepted-AOC lowest rate |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC high rate |
| 3 | L3₹4.2 LRejected-AOC | ₹4.2 L | L3 | Rejected-AOC high rate |
| Sl No | Description | Qty | Unit | A P BABU L3 | ASWIN C ANIL L2 | ADARS C S L1 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 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. | 153 | sqm | 60 ₹9,180 | 9.3 ₹1,422.90 | 13.75 ₹2,103.75 |
| 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. (ii) Using Gravel mix soil. | 9.75 | cum | 2,300 ₹22,425 | 2,250 ₹21,937.50 | 2,110 ₹20,572.50 |
| 1.00 | OD311572/2025-2026:Granular sub-base/base/surface course with local materials by departmental material (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.( Modified 4.11.2) by deptl matrial. | 7.65 | cum | 200 ₹1,530 | 500 ₹3,825 | 172 ₹1,315.80 |
| 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) | 22.95 | cum | 8,300 ₹1.9 L | 8,700 ₹2.0 L | 8,125 ₹1.9 L |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 6.3 | cum | 300 ₹1,890 | 65 ₹409.50 | 64 ₹403.20 |
| 1.01 | OD262976/2025-2026:(OD from MORD 75.8.1) - providing plain cement concrete for road work PCC 1:2:4 ( 1
cement, 2 fine aggregate, 4 coarse aggregate ) laid to required slope and camber in panels as
required including compaction, finishing and tamping etc. Complete. Max. Size of coarse
aggregate not exceeding 25 mm, mixed in concrete mixer etc. Complete as per specification(i)
nominal mix ( 1:2:4)
( excluding form work) | 3.15 | cum | 8,500 ₹26,775 | 8,400 ₹26,460 | 7,810 ₹24,601.50 |
| 2.00Drainage | ||||||
| 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 | 13.68 | cum | 300 ₹4,104 | 400 ₹5,472 | 375.25 ₹5,133.42 |
| 2.00 | OD290499/2025-2026:DRY RUBBLE MASONRY Dry rubble with out concrete levelling course masonry with good
quality blasted rubble including packing to compactness to line and levels cost and conveyance
of all materials labour charges etc.... complete as per direction of departmental officers at site | 32.68 | cum | 3,800 ₹1.2 L | 3,700 ₹1.2 L | 3,535 ₹1.2 L |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
27 Jan 2026, 4:00 pmClosed
satheesh k,assistant engineer
The Assistant Engineer, LID-EW Section,Villiappally Grama Panchayat
VILLIAPPALLY GP -MANANTHALA EDAYIKKATT ROAD MAINTENANCE SECOND REACH (318/25-26)
2026_LSGD_828467_3
AE/LSGD/VLPY/01JAN/2025-26
Open Tender
Civil Works - Roads
300 days
villiappally
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
Yes
18 Apr 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Road maintenance
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.
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. (ii) Using Gravel mix soil.
OD311572/2025-2026:Granular sub-base/base/surface course with local materials by departmental material (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.( Modified 4.11.2) by deptl matrial.
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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD262976/2025-2026:(OD from MORD 75.8.1) - providing plain cement concrete for road work PCC 1:2:4 ( 1 cement, 2 fine aggregate, 4 coarse aggregate ) laid to required slope and camber in panels as required including compaction, finishing and tamping etc. Complete. Max. Size of coarse aggregate not exceeding 25 mm, mixed in concrete mixer etc. Complete as per specification(i) nominal mix ( 1:2:4) ( excluding form work)
Drainage
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
OD290499/2025-2026:DRY RUBBLE MASONRY Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc.... complete as per direction of departmental officers at site
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
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