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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.7 L+₹9,604.03 (2.65%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹9,604.03 (2.65%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹50,255.94 (13.9%)Admitted-Fee/PreQual/Technical/Finance 02020079 RADHAKRISHNAN K 0202 SUB TREASURY NEYYATTINKARA | ₹4.1 L+₹50,255.94 (13.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vishnu V L1 | AJITHKUMAR M L2 | AJAYAKUMAR S L3 |
|---|---|---|---|---|---|---|
| 1.00Renovation Works | ||||||
| 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 | 24.01 | cum | 378 ₹9,076.54 Lowest | 388.58 ₹9,330.58 | 431 ₹10,349.17 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 25.5 | cum | 56.3 ₹1,435.65 Lowest | 57.8 ₹1,473.9 | 64 ₹1,632 |
| 1.00 | OD160288/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( Derived from DAR 60.2.2 ) | 10 | hour | 357 ₹3,570 Lowest | 381.77 ₹3,817.7 | 408 ₹4,080 |
| 1.00 | OD117555/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and packing to compactness to lines and levels cost and conveyance of
all materials labour charges etc. complete as per direction of Departmental officers at site | 69.86 | cum | 4,560 ₹3,18,566.16 Lowest | 4,686.93 ₹3,27,433.62 | 5,199 ₹3,63,207.34 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 86,241 ₹9,055.31 Lowest | 88,398.22 ₹9,281.81 | 98,049 ₹10,295.15 |
| 1.01 | 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) | 2.1 | cum | 8,200 ₹17,252.8 Lowest | 8,408.98 ₹17,692.49 | 9,327 ₹19,624.01 |
| 1.01 | OD160301/2026-2027:Construction of embankment with approved material obtained from borrow pits with all lifts
and leads, transporting to site, spreading, and compacted to meet requirement lead upto 1000 m
(Derived from Mord 3.4 - For backfilling works) | 1.86 | cum | 540 ₹1,006.02 | 477.95 ₹890.42 Lowest | 615 ₹1,145.75 |
| 1.01 | OD117620/2026-2027:Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS
sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i--c.
(MoRD | 1 | each | 2,543 ₹2,543 | 2,188.99 ₹2,188.99 Lowest | 2,428 ₹2,428 |
Tender Value
₹4.3 L
EMD Value
₹10,805
Closing Date
18 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION, ARYANCODE GRAMA PANCHAYAT OTTASEKHARAMANGALAM(PO), TRIVANDRUM PIN 695125
Annual Plan-ARYANCODE GP 2026-27 - PROJ NO 246 RENOVATION OF DEENADAYAL MOTTALUMOODU THEMBACHAL ROAD IN WARD 11-246/27-General Civil Work
2026_LSGD_867284_18
01/2026/AE/LIDEW/ARGP/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
ARYANCODE GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹955
Yes
₹10,805
Yes
19 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation Works | |||||
| 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 | 24.01 | cum | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 25.5 | cum | - | - |
| 1.003 | OD160288/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( Derived from DAR 60.2.2 ) | 10 | hour | - | - |
| 1.004 | OD117555/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and packing to compactness to lines and levels cost and conveyance of
all materials labour charges etc. complete as per direction of Departmental officers at site | 69.86 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | - | - |
| 1.006 | 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) | 2.1 | cum | - | - |
| 1.007 | OD160301/2026-2027:Construction of embankment with approved material obtained from borrow pits with all lifts
and leads, transporting to site, spreading, and compacted to meet requirement lead upto 1000 m
(Derived from Mord 3.4 - For backfilling works) | 1.86 | cum | - | - |
| 1.008 | OD117620/2026-2027:Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS
sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i--c.
(MoRD | 1 | each | - | - |
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