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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NELLIKUNEL L3 | KKP L2 | OVERSEAS CONSTRUCTION AND LABOUR CONTRACT SAHAKARANA SANGHAM L1 |
|---|---|---|---|---|---|---|
| 1.00FOOTPATH MAINTENANCE | ||||||
| 1.00 | 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 | 14.85 | cum | 420 ₹6,237 | 400 ₹5,940 Lowest | 407.2 ₹6,046.92 |
| 1.00 | OD258163/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 9 | cum | 1,050 ₹9,450 | 944.87 ₹8,503.83 | 933.72 ₹8,403.48 Lowest |
| 1.00 | 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) | 6.75 | cum | 9,200 ₹62,100 | 8,917.26 ₹60,191.51 | 8,812.04 ₹59,481.27 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 18.48 | cum | 900 ₹16,632 | 870 ₹16,077.6 | 868.67 ₹16,053.02 Lowest |
| 1.00 | OD257059/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 8.09 | cum | 3,200 ₹25,872 | 2,885.01 ₹23,325.31 | 2,850.97 ₹23,050.09 Lowest |
| 1.01 | OD257060/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site. | 18.19 | cum | 4,100 ₹74,583.1 | 3,974.22 ₹72,295.04 | 3,927.32 ₹71,441.88 Lowest |
| 1.01 | 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 | 1.49 | cum | 9,500 ₹14,107.5 | 9,227.9 ₹13,703.43 | 9,119.01 ₹13,541.73 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 95,000 ₹5,605 | 93,741.49 ₹5,530.75 | 92,635.34 ₹5,465.49 Lowest |
| 1.01 | OD323022/2025-2026:Filling with contractor's own earth ( excluding rock) in TRENCHES,PLINTH, SIDES OF FOUNDATIONS etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 8.16 | cum | 750 ₹6,120 | 709.18 ₹5,786.91 | 700.81 ₹5,718.61 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,293
Closing Date
3 Nov 2025, 6:00 pmClosed
AE
AE OFFICE MGP
316-2025-26-IDINJAKOLLI COLONY ROAD CONCRETE WARD 02
2025_LSGD_810895_16
NO/AE/LID EW/MEP/ETR-4/2025-2026
Open Tender
Civil Works - Others
Item Rate
180 days
MEPPADI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,293
Yes
9 Jan 2026
25 Oct 2025
6 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
Amount
FOOTPATH MAINTENANCE
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
OD258163/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD257059/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
OD257060/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site.
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD323022/2025-2026:Filling with contractor's own earth ( excluding rock) in TRENCHES,PLINTH, SIDES OF FOUNDATIONS etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
KKP (BID ID -2423977)
NELLIKUNEL (BID ID -2424074)
Bidder Name
NELLIKUNEL
OVERSEAS CONSTRUCTION AND LABOUR CONTRACT SAHAKARANA SANGHAM
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