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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.1 L+₹18,066.52 (2.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹9.2 L+₹24,515.95 (2.74%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BINDIA L3 | Denny P J L2 | Nirappel L1 |
|---|---|---|---|---|---|---|
| 1.00Maintenance Work | ||||||
| 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. | 70.4 | sqm | 16 ₹1,126.4 Lowest | 16.01 ₹1,127.1 | 16.01 ₹1,127.1 |
| 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 | 58.08 | cum | 399 ₹23,173.92 Lowest | 400 ₹23,232 | 441.5 ₹25,642.32 |
| 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) | 58.69 | cum | 8,313 ₹4,87,848.41 | 7,750 ₹4,54,808.75 | 7,104.09 ₹4,16,903.52 Lowest |
| 1.00 | 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. | 59.2 | sqm | 336 ₹19,891.2 Lowest | 368 ₹21,785.6 | 372.24 ₹22,036.61 |
| 1.00 | 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. | 60.61 | sqm | 428 ₹25,941.08 Lowest | 465 ₹28,183.65 | 473.97 ₹28,727.32 |
| 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. | 808 | sqm | 22 ₹17,776 Lowest | 29.11 ₹23,520.88 | 24.09 ₹19,464.72 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 808 | sqm | 328 ₹2,65,024 Lowest | 350 ₹2,82,800 | 363.85 ₹2,93,990.8 |
| 1.01 | OD138697/2026-2027:Providing and laying Interlocking concrete block pavements using 80mm M40 paver blocks made by strong vibratory compaction of approved size,design, and shape , laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer -in - charge | 70.4 | sqm | 1,114 ₹78,425.6 | 1,098 ₹77,299.2 Lowest | 1,232.93 ₹86,798.27 |
Tender Value
₹10.2 L
EMD Value
₹25,423
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer
Municipal Office, Kothamangalam.
St joseph kuthukuzhi roadile link road abhimanyu road kuthukuzhi valiyapara roadil irish valiyapara kuthukuzhi chandrathil road polukutti road muthalaya va maintenance um naveekaranavum ward 13
2026_LSGD_870570_10
PW1-15352/22
Open Tender
Civil Works - Roads
Item Wise
Kothamangalam
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹2,760
Yes
₹25,423
Yes
30 Sept 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
25 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance Work | |||||
| 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. | 70.4 | sqm | - | - |
| 1.002 | 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 | 58.08 | cum | - | - |
| 1.003 | 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) | 58.69 | cum | - | - |
| 1.004 | 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. | 59.2 | sqm | - | - |
| 1.005 | 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. | 60.61 | sqm | - | - |
| 1.006 | 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. | 808 | sqm | - | - |
| 1.007 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 808 | sqm | - | - |
| 1.008 | OD138697/2026-2027:Providing and laying Interlocking concrete block pavements using 80mm M40 paver blocks made by strong vibratory compaction of approved size,design, and shape , laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer -in - charge | 70.4 | sqm | - | - |
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