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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₹5.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | T M SCARIA L2 | P P CHACKO L1 |
|---|---|---|---|---|---|
| 1.00Protection Work | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 29.4 | cum | 354.07 ₹10,409.66 | 321.02 ₹9,437.99 Lowest |
| 1.00 | OD399092/2025-2026:Dry rubble masonry with out concrete levelling course masonry with good quality blastered rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc..complete as per the direction of departmental officers at site | 87.53 | cum | 4,056.21 ₹3,55,019.78 | 3,677.63 ₹3,21,884.57 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | 97,926.36 ₹10,771.9 | 88,786.55 ₹9,766.52 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.25 | cum | 8,776.42 ₹10,970.53 | 7,957.3 ₹9,946.63 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 2 | cum | 9,639.87 ₹19,279.74 | 8,740.15 ₹17,480.3 Lowest |
| 2.00Road Work | |||||
| 2.00 | 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. | 54 | cum | 65.17 ₹3,519.18 | 59.09 ₹3,190.86 Lowest |
| 2.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 49.5 | cum | 462.15 ₹22,876.43 | 419.02 ₹20,741.49 Lowest |
| 2.00 | OD399649/2025-2026:Quarry muck filling in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.(without roller) | 27 | cum | 1,222.73 ₹33,013.71 | 1,108.61 ₹29,932.47 Lowest |
Tender Value
₹6.3 L
EMD Value
₹15,872
Closing Date
28 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LSGD SECTION VELLOOR
Annual Plan-150/2025-26 Velloor GP Moozhikodu Kaithakuzhi Road Maintenence in Ward IV
2026_LSGD_829288_1
48/AE/LSGD/VELLOOR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Velloor
Bank details
Registration details
12 documents required · 12 mandatory
₹1,400
₹15,872
2 Mar 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
Protection Work
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD399092/2025-2026:Dry rubble masonry with out concrete levelling course masonry with good quality blastered rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc..complete as per the direction of departmental officers at site
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
Road Work
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.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
OD399649/2025-2026:Quarry muck filling in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.(without roller)
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)
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