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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.7 L+₹18,313.30 (7.41%)Admitted-Fee/PreQual/Technical/Finance | ₹2.7 L+₹18,313.30 (7.41%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.8 L+₹30,711.20 (12.4%)Admitted-Fee/PreQual/Technical/Finance ADIYATTU VALAPPIL HOUSE KALADI P O EDAPAL MALAPPURAM 679 582 | MALAPPURAM | KERALA | 679582 | ₹2.8 L+₹30,711.20 (12.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.8 L+₹33,141.74 (13.4%)Admitted-Fee/PreQual/Technical/Finance ERATTU VALAPPIL HOUSE KADANCHERY PO KALADY MALAPPURAM PO 679 582 | MALAPPURAM | KERALA | 679582 | ₹2.8 L+₹33,141.74 (13.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VIJAYAN M K L2 | U V SIDHEEK L3 | JOSHI E V L4 | Akshay E L1 |
|---|---|---|---|---|---|---|---|
| 1.00DRAINAGE | |||||||
| 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 | 18.9 | cum | 365.01 ₹6,898.69 | 382.06 ₹7,220.93 | 385 ₹7,276.5 | 339.83 ₹6,422.79 Lowest |
| 1.00 | OD150840/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with plate vibrator to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | 12.39 | cum | 2,731.71 ₹33,845.89 | 2,859.3 ₹35,426.73 | 2,883 ₹35,720.37 | 2,543.25 ₹31,510.87 Lowest |
| 1.00 | OD150659/2026-2027: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 | 1.89 | cum | 7,155.82 ₹13,524.5 | 7,490.04 ₹14,156.18 | 7,553 ₹14,275.17 | 6,662.13 ₹12,591.43 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 | 9.24 | cum | 8,645.76 ₹79,886.82 | 9,049.57 ₹83,618.03 | 9,125 ₹84,315 | 8,049.27 ₹74,375.25 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.59 | tonne | 83,037.4 ₹48,825.99 | 86,915.74 ₹51,106.46 | 87,640 ₹51,532.32 | 77,308.46 ₹45,457.37 Lowest |
| 1.01 | OD150841/2026-2027:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 10.5 | cum | 7,602.8 ₹79,829.4 | 7,957.9 ₹83,557.95 | 8,024 ₹84,252 | 7,078.27 ₹74,321.84 Lowest |
| 1.01 | OD150658/2026-2027:Providing and fixing Granite of any color and shade for Name board , of required size
laid over base of cement mortar 1:4 ( 1 cement : 4 course sand) including all charges
etc. complete at all levels , including lettering &amp; amp; fixing | 1 | each | 2,631.63 ₹2,631.63 | 2,754.54 ₹2,754.54 | 2,900 ₹2,900 | 2,450.07 ₹2,450.07 Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,373
Closing Date
14 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER LIDEW SECTION VATTAMKULAM GP
ASSISTANT ENGINEER LIDEW SECTION VATTAMKULAM GP
VATTAMKULAM ERUVAPRAKUNNU RAOD CULVERT
2026_LSGD_867648_5
2AEldgd202627
Open Tender
Civil Works - Roads
Item Rate
180 days
VATTAMKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,373
Yes
17 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAINAGE | |||||
| 1.001 | 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 | 18.9 | cum | - | - |
| 1.002 | OD150840/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with plate vibrator to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | 12.39 | cum | - | - |
| 1.003 | OD150659/2026-2027: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 | 1.89 | cum | - | - |
| 1.004 | 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 | 9.24 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.59 | tonne | - | - |
| 1.006 | OD150841/2026-2027:: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 10.5 | cum | - | - |
| 1.007 | OD150658/2026-2027:Providing and fixing Granite of any color and shade for Name board , of required size
laid over base of cement mortar 1:4 ( 1 cement : 4 course sand) including all charges
etc. complete at all levels , including lettering &amp; amp; fixing | 1 | each | - | - |
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