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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664 | ₹3.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.9 L+₹1,427.21 (0.36%)Admitted-Fee/PreQual/Technical/Finance PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664 | ₹3.9 L+₹1,427.21 (0.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sijimol George L1 | RAJU P U L2 |
|---|---|---|---|---|---|
| 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. | 116.6 | sqm | 372.24 ₹43,403.18 Lowest | 372.24 ₹43,403.18 Lowest |
| 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. | 660 | sqm | 24.09 ₹15,899.4 Lowest | 24.09 ₹15,899.4 Lowest |
| 1.00 | OD56358/2026-2027: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 ) | 660 | sqm | 369.18 ₹2,43,658.8 Lowest | 371.2 ₹2,44,992 |
| 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 | 3 | cum | 441.5 ₹1,324.5 Lowest | 446.7 ₹1,340.1 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.3 | cum | 9,001.46 ₹2,700.44 Lowest | 9,011.46 ₹2,703.44 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.25 | cum | 9,887.04 ₹12,358.8 Lowest | 9,888.04 ₹12,360.05 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | 1,00,437.31 ₹23,401.89 Lowest | 1,00,438.31 ₹23,402.13 |
| 1.01 | OD93463/2026-2027:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer using structural steel etc. as
required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 264 | kg | 189.92 ₹50,138.88 Lowest | 190.2 ₹50,212.8 |
Tender Value
₹3.9 L
EMD Value
₹9,822
Closing Date
14 Sept 2026, 6:55 pmClosed
ASSISTANT ENGINEER
AE OFFICE LID AND EW AMBALLOOR
Maintanance of Kunnel road ward 12
2026_LSGD_867658_1
E15-AMB/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AMBALLOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹870
₹9,822
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. | 116.6 | 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. | 660 | sqm | - | - |
| 1.003 | OD56358/2026-2027: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 ) | 660 | sqm | - | - |
| 1.004 | 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 | 3 | cum | - | - |
| 1.005 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.3 | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.25 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | - | - |
| 1.008 | OD93463/2026-2027:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer using structural steel etc. as
required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 264 | kg | - | - |
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