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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAdmitted-Fee/PreQual/Technical/Finance PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664 | ₹9.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.9 L+₹23,924.05 (2.47%)Admitted-Fee/PreQual/Technical/Finance 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | ₹9.9 L+₹23,924.05 (2.47%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.9 L+₹24,528.79 (2.54%)Admitted-Fee/PreQual/Technical/Finance NOT AVAILABLE | ₹9.9 L+₹24,528.79 (2.54%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | TPMATHAI L2 | Sijimol George L1 | MANOJKUMAR M R L3 |
|---|---|---|---|---|---|---|
| 1.00RETARRING | ||||||
| 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. | 185.75 | sqm | 360.84 ₹67,026.03 | 352.14 ₹65,410.01 Lowest | 361.07 ₹67,068.75 |
| 1.00 | 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. | 2,100 | sqm | 23.28 ₹48,888 | 22.79 ₹47,859 Lowest | 23.37 ₹49,077 |
| 1.00 | OD57014/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent, 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) (Based on 75.5.11.1.A.2Z ) | 2,100 | sqm | 357.93 ₹7,51,653 | 349.24 ₹7,33,404 Lowest | 358.1 ₹7,52,010 |
| 1.00 | OD57015/2026-2027:sectioning up to 150mm and forming the surface for OLD road way levelling,cambering etc complete as per direction of engineer in charge | 90 | sqm | 30.07 ₹2,706.3 | 29.52 ₹2,656.8 Lowest | 30.26 ₹2,723.4 |
| 1.00 | OD57016/2026-2027::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
(i) Nominal mix (1:2:4) | 13.5 | cum | 8,920.12 ₹1,20,421.62 | 8,699.34 ₹1,17,441.09 Lowest | 8,920.04 ₹1,20,420.54 |
Tender Value
₹10.2 L
EMD Value
₹25,549
Closing Date
14 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
AE OFFICE LID AND EW AMBALLOOR
Maintanance of Parpakode Vrishchikakunnu road ward 7
2026_LSGD_867707_1
E17-AMB/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AMBALLOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹25,549
16 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING | |||||
| 1.001 | 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. | 185.75 | sqm | - | - |
| 1.002 | 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. | 2,100 | sqm | - | - |
| 1.003 | OD57014/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and Antistripping Agent, 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) (Based on 75.5.11.1.A.2Z ) | 2,100 | sqm | - | - |
| 1.004 | OD57015/2026-2027:sectioning up to 150mm and forming the surface for OLD road way levelling,cambering etc complete as per direction of engineer in charge | 90 | sqm | - | - |
| 1.005 | OD57016/2026-2027::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
(i) Nominal mix (1:2:4) | 13.5 | cum | - | - |
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