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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.7 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SURESH KUMAR V L2 | SHAJAHAN S L1 |
|---|---|---|---|---|---|
| 1.00culvert | |||||
| 1.00 | 2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar | 3.33 | cum | 600 ₹1,995 | 558.94 ₹1,858.48 Lowest |
| 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 | 11.1 | cum | 551.88 ₹6,125.87 | 396.91 ₹4,405.7 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 | 2.08 | cum | 11,251.25 ₹23,413.85 | 8,092.31 ₹16,840.1 Lowest |
| 1.00 | 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 | 11.06 | cum | 13,125 ₹1,45,201.88 | 9,401.21 ₹1,04,005.59 Lowest |
| 1.00 | 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 | 1.11 | tonne | 1,25,547.5 ₹1,38,855.54 | 90,732.58 ₹1,00,350.23 Lowest |
| 1.01 | 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) | 4.51 | cum | 11,954.69 ₹53,975.43 | 8,597.81 ₹38,819.11 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,405
Closing Date
2 Feb 2026, 5:00 pmClosed
AE,PANMANA
OFFICE OF AE, LID EW SECTION,PANMANA G.P
Panmana GP Project No 316/25-26 CONSTRUCTION OF CULVERT NEAR SARITHA JN AT PANMANA GP
2026_LSGD_830738_15
01/JANUARY/2026
Open Tender
Civil Works - Others
Item Rate
180 days
PANMANA
Please refer Tender documents.
8 documents required · 8 mandatory
₹655
Yes
₹7,405
Yes
LID EW,PANMANA G.P
2 Apr 2026
26 Jan 2026
4 Feb 2026
26 Jan 2026
2 Feb 2026
26 Jan 2026
26 Jan 2026
culvert
2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar
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
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
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
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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