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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹33.6 L+₹1.6 L (5.02%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Santhosh kumar KS L2 | abdul kasim L1 |
|---|---|---|---|---|---|
| 1.001.Construction of Kallamparambu Road | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1.68 | cum | 70.18 ₹117.9 | 66.82 ₹112.26 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 | 0.28 | cum | 9,451.53 ₹2,646.43 | 8,999.65 ₹2,519.9 Lowest |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.6 | cum | 9,990.21 ₹5,994.13 | 9,512.58 ₹5,707.55 Lowest |
| 1.00 | 12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.4 | cum | 10,566.57 ₹4,226.63 | 10,061.38 ₹4,024.55 Lowest |
| 1.00 | 12.6:Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.05 | tonne | 1,05,972.43 ₹5,510.57 | 1,00,905.93 ₹5,247.11 Lowest |
| 1.01 | 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 | 0.56 | cum | 12,545.14 ₹7,025.28 | 11,945.36 ₹6,689.4 Lowest |
| 1.01 | 13.2:Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.06 | tonne | 1,09,358.8 ₹6,014.73 | 1,04,130.4 ₹5,727.17 Lowest |
| 1.01 | OD322404/2025-2026: Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1) | 392 | sqm | 146.79 ₹57,541.68 | 139.77 ₹54,789.84 Lowest |
| 1.01 | 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 | 39.2 | cum | 3,504.77 ₹1,37,386.98 | 3,337.21 ₹1,30,818.63 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
3 Jun 2026, 4:00 pmClosed
ENGINEER PROJECTS
KEL MAMALA KOCHI
LAC-ADS-Kongad LAC-2025-26-Project No.26224 -Construction of Various 2 Roads in Mankara GP, Palakkad District
2026_KEL_853169_1
KRO/BDC/2395/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
5 Jun 2026
27 May 2026
4 Jun 2026
27 May 2026
3 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11.Construction of Kallamparambu Road | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 12.6:Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 13.2:Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | - | tonne | - | - |
| 1.008 | OD322404/2025-2026: Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1) | - | sqm | - | - |
| 1.009 | 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 | - | cum | - | - |
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