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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAdmitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹20.3 L+₹38,133.91 (1.92%)Admitted-Fee/PreQual/Technical/Finance ASAMANNOOR | DHEMAJI | ASSAM | 787026 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹21.5 L+₹1.6 L (8.09%)Admitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670511 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹21.9 L+₹2.0 L (10.2%)Admitted-Fee/PreQual/Technical/Finance ASAMANNOOR GRAMAPANCHAYATH ASAMANNOOR PO | KANNUR | KERALA | 670001 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mathew Varghese L3 | SUGATHAN C V L2 | basil paul L4 | Aemond Ventures Pvt Ltd L1 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix-A | |||||||
| 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. | 1,329 | sqm | 14 ₹18,606 | 13 ₹17,277 | 10 ₹13,290 Lowest | 12 ₹15,948 |
| 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 | 33.23 | cum | 2,950 ₹98,013.75 | 2,853 ₹94,790.93 | 2,200 ₹73,095 Lowest | 2,700 ₹89,707.5 |
| 1.00 | OD64543/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer?in-charge. | 1,594.8 | sqm | 1,050 ₹16,74,540 | 991 ₹15,80,446.8 | 1,120 ₹17,86,176 | 960 ₹15,31,008 Lowest |
| 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) | 17.9 | cum | 8,200 ₹1,46,788.2 | 7,854 ₹1,40,594.45 | 7,700 ₹1,37,837.7 Lowest | 8,000 ₹1,43,208 |
| 1.00 | 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) | 4.5 | cum | 8,500 ₹38,250 | 7,520 ₹33,840 Lowest | 7,700 ₹34,650 | 7,900 ₹35,550 |
| 1.01 | 2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. <br> (A) Upto 600 mm dia Hume pipe | 6.5 | metre | 550 ₹3,575 | 522 ₹3,393 | 100 ₹650 Lowest | 1,700 ₹11,050 |
| 1.01 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 1.32 | cum | 350 ₹462 | 410 ₹541.2 | 100 ₹132 Lowest | 400 ₹528 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 17.85 | cum | 380 ₹6,783 | 377 ₹6,729.45 | 100 ₹1,785 Lowest | 400 ₹7,140 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.87 | tonne | 98,000 ₹85,554 | 85,873 ₹74,967.13 Lowest | 90,000 ₹78,570 | 99,000 ₹86,427 |
Tender Value
₹23.7 L
EMD Value
₹50,000
Closing Date
3 Jul 2026, 3:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP
Annual Plan-48/26-27 Rayamangalam G.P- Mundekkappady keezheppadam vattekkattupadi weighbridge keezheppadam Road-Ward-16
2026_LSGD_857615_6
ET3/RYM/26-27
Open Tender
Civil Works - Roads
Item Rate
330 days
RAYAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
25 Jul 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
3 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A | |||||
| 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. | - | 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 | - | cum | - | - |
| 1.003 | OD64543/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 1 | sqm | - | - |
| 1.004 | 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 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. <br> (A) Upto 600 mm dia Hume pipe | - | metre | - | - |
| 1.007 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | - | cum | - | - |
| 1.008 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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