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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance JARATHA CORNER LAKSHAM VEEDU COLONY ROAD | THIRUVARUR | TAMIL NADU | 609403 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.9 L+₹32,511.78 (8.98%)Admitted-Fee/PreQual/Technical/Finance PANDARAPARAMBIL HOUSE PIZHALA P O | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.0 L+₹41,386.23 (11.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.1 L+₹45,369.63 (12.5%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.3 L+₹64,628.23 (17.8%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.G.TOMY L4 | SHANAVAS T.S L1 | P V JOSEPH L2 | LINDEN GONSALVEZ L3 | Ajesh Mathew C J L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD& DRAIN | ||||||||
| 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 | 17.89 | cum | 3,402.92 ₹60,861.22 | 2,900 ₹51,866.5 Lowest | 3,297.03 ₹58,967.38 | 3,371.16 ₹60,293.2 | 3,565.31 ₹63,765.57 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 19.64 | cum | 9,763.06 ₹1,91,697.68 | 9,000 ₹1,76,715 Lowest | 9,459.23 ₹1,85,731.98 | 9,671.92 ₹1,89,908.15 | 10,228.94 ₹2,00,845.24 |
| 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 | 13.05 | cum | 465 ₹6,068.25 | 387 ₹5,050.35 Lowest | 437.11 ₹5,704.29 | 446.94 ₹5,832.57 | 472.68 ₹6,168.47 |
| 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 | 3.25 | cum | 9,198.22 ₹29,894.22 | 7,700 ₹25,025 Lowest | 8,911.98 ₹28,963.94 | 9,112.35 ₹29,615.14 | 9,637.15 ₹31,320.74 |
| 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 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.58 | cum | 9,722.47 ₹25,083.97 | 9,000 ₹23,220 Lowest | 9,419.91 ₹24,303.37 | 9,631.71 ₹24,849.81 | 10,186.42 ₹26,280.96 |
| 1.01 | 11.4.1.2: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 (ii) Nominal mix 1:3.6 (Hand mixing) | 4.9 | cum | 9,580.5 ₹46,944.45 | 7,700 ₹37,730 Lowest | 9,282.35 ₹45,483.52 | 9,491.06 ₹46,506.19 | 10,037.66 ₹49,184.53 |
| 1.01 | 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) | 0.42 | cum | 9,387.55 ₹3,942.77 | 9,000 ₹3,780 Lowest | 9,095.41 ₹3,820.07 | 9,299.91 ₹3,905.96 | 9,835.51 ₹4,130.91 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.35 | cum | 10,103.17 ₹23,762.66 | 9,300 ₹21,873.6 Lowest | 9,788.76 ₹23,023.16 | 10,008.85 ₹23,540.82 | 10,585.27 ₹24,896.56 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | 1,02,632.26 ₹19,294.86 | 90,000 ₹16,920 Lowest | 99,438.91 ₹18,694.52 | 1,01,674.69 ₹19,114.84 | 1,07,530.3 ₹20,215.7 |
Tender Value
₹4.2 L
EMD Value
₹10,565
Closing Date
23 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER MULAVUKAD GP
MKD-26-27,PR NO125, Livipuram East road ward 10-MULAVUKAD
2026_LSGD_868897_1
117/AE/LSGD/MUKD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
MULAVUKAD GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,565
Yes
26 Sept 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD& DRAIN | |||||
| 1.001 | 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 | 17.89 | cum | - | - |
| 1.002 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 19.64 | cum | - | - |
| 1.003 | 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 | 13.05 | cum | - | - |
| 1.004 | 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 | 3.25 | cum | - | - |
| 1.005 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.58 | cum | - | - |
| 1.006 | 11.4.1.2: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 (ii) Nominal mix 1:3.6 (Hand mixing) | 4.9 | cum | - | - |
| 1.007 | 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) | 0.42 | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.35 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | - | - |
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