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| Sl No | Description | Qty | Unit | K.M BABU L2 | PBABY PV L1 |
|---|---|---|---|---|---|
| 1.00Retarring & Reconcreting | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 33.35 | sqm | 285.55 ₹9,522.52 | 266.26 ₹8,879.24 Lowest |
| 1.00 | 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. | 366 | sqm | 14.51 ₹5,310.66 | 13.53 ₹4,951.98 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 366 | sqm | 264.92 ₹96,960.72 | 247.03 ₹90,412.98 Lowest |
| 1.00 | OD90101/2026-2027:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 50 | sqm | 17.1 ₹855 | 15.95 ₹797.5 Lowest |
| 1.00 | OD89679/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 10.5 | cum | 419.28 ₹4,402.44 | 390.96 ₹4,105.08 Lowest |
| 1.01 | OD89706/2026-2027::Providing Plain cement concrete for ROAD WORK EXCLUSIVE
OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber
in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping
etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as
per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 50.4 | cum | 8,303.92 ₹4,18,517.57 | 7,742.96 ₹3,90,245.18 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,828
Closing Date
15 Jul 2026, 4:00 pmClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
Annual Plan-Angamaly Muncipality 2026- 2027- Punnarikadavu Road Retarring in ward 30(Pro.no.98/26-27) AMC General Civil Work
2026_LSGD_859055_7
5369348-2026
Open Tender
Civil Works - Roads
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,828
Yes
11 Aug 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring & Reconcreting | |||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 1 | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | OD90101/2026-2027:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.005 | OD89679/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.006 | OD89706/2026-2027::Providing Plain cement concrete for ROAD WORK EXCLUSIVE
OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber
in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping
etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as
per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 1 | cum | - | - |
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