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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Fee/PreQual/Technical/Finance MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.7 L+₹25,561.27 (4.72%)Admitted-Fee/PreQual/Technical/Finance 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.8 L+₹37,140.29 (6.86%)Admitted-Fee/PreQual/Technical/Finance ERUPOOLUMKUNNEL H PANNOOR | KANNUR | KERALA | 670001 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.3 L+₹85,516.15 (15.8%)Admitted-Fee/PreQual/Technical/Finance VALLIKATTUKUZHIYIL H CHITTADY | KOZHIKODE | KERALA | 612906 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DILEEPKUMAR E S L3 | JACOB MATHEW L4 | ADHARSH CONSTRUCTIONS L1 | AKSHAY K R L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||||
| 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. | 382.92 | sqm | 40 ₹15,316.68 | 10 ₹3,829.17 Lowest | 12.53 ₹4,797.95 | 13.12 ₹5,023.87 |
| 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) | 57.44 | cum | 7,500 ₹4,30,785 | 8,500 ₹4,88,223 | 7,488.41 ₹4,30,119.29 Lowest | 7,842.2 ₹4,50,440.28 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.2 | cum | 9,000 ₹10,800 | 9,100 ₹10,920 | 7,193.2 ₹8,631.84 Lowest | 7,533.11 ₹9,039.73 |
| 1.00 | OD142115/2026-2027:Providing and fixing good quality granite name board with lettering including all cost of materials conveyance labour charge etc complete. | 1 | each | 1,500 ₹1,500 Lowest | 2,500 ₹2,500 | 2,405.04 ₹2,405.04 | 2,518.69 ₹2,518.69 |
| 2.00CC WALL | |||||||
| 2.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 3.15 | cum | 70 ₹220.5 | 54 ₹170.1 | 42.79 ₹134.79 Lowest | 44.82 ₹141.18 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.15 | cum | 9,000 ₹28,350 | 8,700 ₹27,405 | 6,887.94 ₹21,697.01 Lowest | 7,213.42 ₹22,722.27 |
| 2.00 | 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) | 7.5 | cum | 9,000 ₹67,500 | 9,300 ₹69,750 | 7,285.31 ₹54,639.83 Lowest | 7,629.57 ₹57,221.78 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | 1,00,000 ₹21,900 | 1,00,437.31 ₹21,995.77 | 78,642.41 ₹17,222.69 Lowest | 82,358.5 ₹18,036.51 |
Tender Value
Refer Docs
EMD Value
₹17,274
Closing Date
22 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE, LIDEW, VELLIYAMATTOM G.P
Pro No. 237 Renovation of Chembanthod Kumbakkayam Road in Ward 12
2026_LSGD_868829_12
3/AE/LIDVLTM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
POOCHAPRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,525
Yes
₹17,274
Yes
24 Sept 2026
10 Sept 2026
23 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 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. | 382.92 | sqm | - | - |
| 1.002 | 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) | 57.44 | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.2 | cum | - | - |
| 1.004 | OD142115/2026-2027:Providing and fixing good quality granite name board with lettering including all cost of materials conveyance labour charge etc complete. | 1 | each | - | - |
| 2CC WALL | |||||
| 2.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 3.15 | cum | - | - |
| 2.002 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.15 | cum | - | - |
| 2.003 | 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) | 7.5 | cum | - | - |
| 2.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | - | - |
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