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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC 41 KANNAN KAL AVSAR | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹21,322 (6.61%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 354357 | |
| 4 | Rejected-Technical | - | Rejected-Technical 373776 |
| Sl No | Description | Qty | Unit | Veeo Constructions L4 | RAGHULAN PILLAI R L2 | K AND J BUILDERS L1 | PMS CONSTRACTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00side wall and road concrete | |||||||
| 1.00 | OD80095/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5
m. | 45.32 | sqm | 33 ₹1,495.56 | 35.88 ₹1,626.08 | 25 ₹1,133 Lowest | 33 ₹1,495.56 |
| 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) | 6.8 | cum | 8,500 ₹57,783 | 8,699.88 ₹59,141.78 | 9,150 ₹62,201.7 | 8,100 ₹55,063.8 Lowest |
| 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 | 15.79 | cum | 330 ₹5,209.05 | 441.5 ₹6,969.08 | 250 ₹3,946.25 Lowest | 330 ₹5,209.05 |
| 1.00 | 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. | 43.95 | cum | 6,600 ₹2,90,037 | 5,763.88 ₹2,53,293.71 | 5,350 ₹2,35,105.75 Lowest | 6,220 ₹2,73,337.9 |
| 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 IV. R.C.C grade M 20 | 1.49 | cum | 8,000 ₹11,880 Lowest | 9,522.44 ₹14,140.82 | 9,000 ₹13,365 | 8,000 ₹11,880 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 | 95,500 ₹5,634.5 | 1,00,300.22 ₹5,917.71 | 95,000 ₹5,605 Lowest | 95,500 ₹5,634.5 |
| 1.01 | OD80163/2025-2026:Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of Engineer-in-charge. | 5.79 | cum | 300 ₹1,737 | 524.53 ₹3,037.03 | 250 ₹1,447.5 Lowest | 300 ₹1,737 |
Tender Value
Refer Docs
EMD Value
₹9,955
Closing Date
2 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER, LSGD
ASSISTANT ENGINEER, LSGD
RENOVATION OF NIRAPPATHU ANGANWADI ROAD IN WARD VI
2025_LSGD_790657_5
02/AE/LSGD/KVR/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
KARAVALOOR
Please refer Tender documents.
3 documents required · 3 mandatory
₹880
Yes
₹9,955
Yes
11 Nov 2025
25 Aug 2025
8 Sept 2025
25 Aug 2025
2 Sept 2025
25 Aug 2025
Amount
side wall and road concrete
OD80095/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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)
3.5.1: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.
11.4.4: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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD80163/2025-2026:Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of Engineer-in-charge.
RAGHULAN PILLAI R (BID ID -2322393)
PMS CONSTRACTION (BID ID -2321610)
Veeo Constructions (BID ID -2322364)
Bidder Name
Veeo Constructions
RAGHULAN PILLAI R
K AND J BUILDERS
PMS CONSTRACTION
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