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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹10.4 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹12.7 L+₹9.8 L (334.7%)Rejected-Finance | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | SREEJITH L1 | Krishnaprasad u L1 |
|---|---|---|---|---|---|
| 1.00CC road | |||||
| 1.00 | OD496612/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Details of cost for 100 sqm | 640 | sqm | 29 ₹18,560 Lowest | 29 ₹18,560 Lowest |
| 1.00 | OD472970/2024-2025:Filling with Quarry muck- Filling up low lying and water logged areas with local material/quarry muck, spre3ading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade. | 64 | cum | 939 ₹60,096 Lowest | 939 ₹60,096 Lowest |
| 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) | 96 | cum | 8,254 ₹7,92,384 Lowest | 8,254 ₹7,92,384 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 | 40 | cum | 356 ₹14,240 Lowest | 356 ₹14,240 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.8 | cum | 7,744 ₹6,195.2 Lowest | 7,744 ₹6,195.2 Lowest |
| 1.01 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 2.4 | cum | 9,028 ₹21,667.2 Lowest | 9,028 ₹21,667.2 Lowest |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 18.92 | cum | 8,006 ₹1,51,473.52 Lowest | 8,006 ₹1,51,473.52 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.19 | tonne | 87,436 ₹1,91,747.15 Lowest | 87,436 ₹1,91,747.15 Lowest |
| 1.01 | OD496315/2024-2025:PVC weep holes- Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cos of materials, conveyance, labour charges etc complete | 5 | metre | 117 ₹585 Lowest | 117 ₹585 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,738
Closing Date
31 Mar 2025, 5:35 pmClosed
The Assistant Engineer, LSGD Section, Vaniyamkulam
The Assistant Engineer, LSGD Section, Vaniyamkulam Grama Panchayat
LRRP-LRRP 2024-25 SHORNUR LAC,SL.NO.414,PANAYUR VADAKKUM PURAM EDAPPALLIYAL ROAD , V A N I Y A M K U L A M GP,OTTAPALAMBP,PALAKKAD DISTRICT.-LRRP 2024-25 SHORNUR LAC,SL.NO.414
2025_LSGD_754271_9
T7/AE/LID EW VKMGP
Open Tender
Civil Works - Roads
Item Rate
The Assistant Engineer, LSGD Section, Vaniyamkulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,738
Yes
20 Jun 2026
24 Mar 2025
2 Apr 2025
24 Mar 2025
31 Mar 2025
24 Mar 2025
Amount
CC road
OD496612/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil Details of cost for 100 sqm
OD472970/2024-2025:Filling with Quarry muck- Filling up low lying and water logged areas with local material/quarry muck, spre3ading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade.
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 <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 <br> I. P.C.C grade M 10 <br> (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<br> For height upto 5 m <br> III. R.C.C grade M 20
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD496315/2024-2025:PVC weep holes- Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cos of materials, conveyance, labour charges etc complete
OD496411/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
Krishnaprasad u (BID ID -2183284)
Bidder Name
SREEJITH
Krishnaprasad u
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