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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Fee/PreQual/Technical/Finance THOTTASSERI HOUSE ALIPPARAMBA POST MALAPPURAM 679357 | MALAPPURAM | MALAPPURAM | KERALA | 679357 | ₹16.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.3 L+₹34,563.90 (2.04%)Admitted-Fee/PreQual/Technical/Finance | ₹17.3 L+₹34,563.90 (2.04%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mohammed Rafeeq T. L1 | Najeeb L2 |
|---|---|---|---|---|---|
| 1.00ROAD IMPROVEMENT | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 539.4 | sqm | 14.7 ₹7,929.18 Lowest | 20 ₹10,788 |
| 1.00 | 4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 69.6 | cum | 3,077.04 ₹2,14,161.98 Lowest | 3,200 ₹2,22,720 |
| 1.00 | OD525029/2025-2026: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) | 118.22 | cum | 8,446.62 ₹9,98,593.2 Lowest | 8,600 ₹10,16,726.4 |
| 2.00CULVERT CONSTRUCTION | |||||
| 2.00 | OD64022/2026-2027:
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 44.4 | cum | 344.22 ₹15,283.37 Lowest | 350 ₹15,540 |
| 2.00 | OD525126/2025-2026: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 (derived from 11.4.1.1 and excluding formwork) | 3.7 | cum | 7,950.03 ₹29,415.11 Lowest | 8,000 ₹29,600 |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 11 | cum | 8,080.08 ₹88,880.88 Lowest | 8,200 ₹90,200 |
| 2.00 | 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 | 8.4 | cum | 9,605.33 ₹80,684.77 Lowest | 9,700 ₹81,480 |
| 2.00 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 7.2 | cum | 10,974.23 ₹79,014.46 Lowest | 11,000 ₹79,200 |
Tender Value
Refer Docs
EMD Value
₹42,340
Closing Date
25 Jul 2026, 6:55 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Section Perinthalmanna Municiplaity
Annual Plan-2026-27-WARD NO 04- I M P R O V E M E N T W O R K S T M A N A T H U M A N G A L A M - CHEERATTAMANNA ROAD AT PERINTHALMANNA MUNICIPALITYGeneral Civil Work
2026_LSGD_861374_12
02/ME/LID and EW/PMNA/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,340
Yes
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD IMPROVEMENT | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1 | sqm | - | - |
| 1.002 | 4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | OD525029/2025-2026: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) | 0.6 | cum | - | - |
| 2CULVERT CONSTRUCTION | |||||
| 2.001 | OD64022/2026-2027:
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 2.002 | OD525126/2025-2026: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 (derived from 11.4.1.1 and excluding formwork) | - | cum | - | - |
| 2.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 2.004 | 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 | - | cum | - | - |
| 2.005 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | - | cum | - | - |
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