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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.4 L+₹27,252.70 (2.08%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MD SANTHOSH L1 | SANDEEP K S L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 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 | 6 | cum | 441.16 ₹2,646.96 Lowest | 450.33 ₹2,701.98 |
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 9.08 | cum | 454.15 ₹4,125.5 Lowest | 463.59 ₹4,211.25 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 62.88 | cum | 2,482.18 ₹1,56,079.48 Lowest | 2,533.75 ₹1,59,322.2 |
| 1.00 | OD43168/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp; conveyance charges etc. complete. (MoRTH 55.23 modified ) | 425.1 | sqm | 1,192.52 ₹5,06,940.25 Lowest | 1,217.3 ₹5,17,474.23 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 9 | cum | 3,747.78 ₹33,730.02 Lowest | 3,825.65 ₹34,430.85 |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 130.26 | sqm | 409.61 ₹53,357.03 Lowest | 418.12 ₹54,465.57 |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 120 | sqm | 80.31 ₹9,637.2 Lowest | 81.98 ₹9,837.6 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 120 | sqm | 19.23 ₹2,307.6 Lowest | 19.62 ₹2,354.4 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,086 | sqm | 16.06 ₹17,441.16 Lowest | 16.39 ₹17,799.54 |
Tender Value
₹13.1 L
EMD Value
₹32,836
Closing Date
24 Jun 2026, 3:00 pmClosed
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
KAIPAMANGALAM GP 2026-27 Project No 63/27 Santhi Road Renovation Ward 9- 11
2026_LSGD_855963_17
ET1/AE/LSGD/KPLM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹32,836
Yes
24 Jul 2026
16 Jun 2026
27 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RENOVATION | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 1 | cum | - | - |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | OD43168/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp; conveyance charges etc. complete. (MoRTH 55.23 modified ) | - | sqm | - | - |
| 1.005 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.006 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 0.2 | sqm | - | - |
| 1.007 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.008 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.009 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
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