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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Fee/PreQual/Technical/Finance KOLLIMES | KULLU | HIMACHAL PRADESH | 172001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.3 L+₹14,692.31 (1.61%)Admitted-Fee/PreQual/Technical/Finance NOT SPECIFIED | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹9.5 L+₹31,997.98 (3.50%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P K CHACKO L1 | ARUN SOMAN L2 | K SOMAN L3 |
|---|---|---|---|---|---|---|
| 1.00Malayil mukku Eriyambalam road | ||||||
| 1.00 | OD186581/2026-2027:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller | 99 | 1 sqm | 7.51 ₹743.49 Lowest | 7.62 ₹754.38 | 7.8 ₹772.2 |
| 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. <br>(ii) Using Gravel mix soil. | 9.9 | cum | 2,390.92 ₹23,670.11 Lowest | 2,429.42 ₹24,051.26 | 2,484.07 ₹24,592.29 |
| 1.00 | OD186582/2026-2027:Interlocking Concrete block pavement-providing and laying of Interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504. | 99 | sqm | 1,084.95 ₹1,07,410.05 Lowest | 1,102.42 ₹1,09,139.58 | 1,127.22 ₹1,11,594.78 |
| 1.00 | OD186583/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm depth and disposal of rubbish lead up to 50 m and lift up to 1.5 m | 60 | sqm | 35.37 ₹2,122.2 Lowest | 35.94 ₹2,156.4 | 36.75 ₹2,205 |
| 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) | 2.28 | cum | 9,205.11 ₹20,987.65 Lowest | 9,353.34 ₹21,325.62 | 9,563.75 ₹21,805.35 |
| 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) | 1.75 | cum | 8,842.23 ₹15,518.11 Lowest | 8,984.62 ₹15,768.01 | 9,185.73 ₹16,120.96 |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 96.11 | sqm | 358.28 ₹34,436.08 Lowest | 364.05 ₹34,990.67 | 372.24 ₹35,777.85 |
| 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. | 83.8 | sqm | 456.2 ₹38,229.56 Lowest | 463.54 ₹38,844.65 | 473.97 ₹39,718.69 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,796.5 | sqm | 23.19 ₹41,660.84 Lowest | 23.56 ₹42,325.54 | 24.09 ₹43,277.69 |
Tender Value
₹9.5 L
EMD Value
₹23,740
Closing Date
12 Oct 2026, 6:00 pmClosed
Assistant Engineer Thazhakkara GP
Office of AE Thazhakkara GP
Proj.no.49/2026-27 - Malayil mukku Eriyambalam road maintenance - Ward 3
2026_LSGD_876157_2
T-3/AE/LIDEW/TZKRA/2026-27
Open Tender
Civil Works - Roads
Item Rate
Thazhakkara
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,095
Yes
₹23,740
Yes
14 Oct 2026
5 Oct 2026
14 Oct 2026
5 Oct 2026
12 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Malayil mukku Eriyambalam road | |||||
| 1.001 | OD186581/2026-2027:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller | 99 | 1 sqm | - | - |
| 1.002 | 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. <br>(ii) Using Gravel mix soil. | 9.9 | cum | - | - |
| 1.003 | OD186582/2026-2027:Interlocking Concrete block pavement-providing and laying of Interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504. | 99 | sqm | - | - |
| 1.004 | OD186583/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm depth and disposal of rubbish lead up to 50 m and lift up to 1.5 m | 60 | sqm | - | - |
| 1.005 | 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) | 2.28 | cum | - | - |
| 1.006 | 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) | 1.76 | cum | - | - |
| 1.007 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 96.12 | sqm | - | - |
| 1.008 | 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. | 83.8 | sqm | - | - |
| 1.009 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,796.5 | sqm | - | - |
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