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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹12.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.1 L+₹5,340.59 (0.45%)Admitted-Fee/PreQual/Technical/Finance | ₹12.1 L+₹5,340.59 (0.45%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.2 L+₹23,280.54 (1.94%)Admitted-Fee/PreQual/Technical/Finance | ₹12.2 L+₹23,280.54 (1.94%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNEER P L2 | RAHMATHULLA L1 | YOOSAFALI K L3 |
|---|---|---|---|---|---|---|
| 1.00RENNOVATION | ||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 158.82 | sqm | 282.83 ₹44,919.06 | 281.57 ₹44,718.95 Lowest | 287.03 ₹45,586.1 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 267.92 | sqm | 365.43 ₹97,906.01 | 363.81 ₹97,471.98 Lowest | 370.86 ₹99,360.81 |
| 1.00 | 5.2.1a:Tack Coat<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. | 2,736 | sqm | 13.38 ₹36,607.68 | 13.32 ₹36,443.52 Lowest | 13.58 ₹37,154.88 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 2,736 | sqm | 264.44 ₹7,23,507.84 | 263.27 ₹7,20,306.72 Lowest | 268.38 ₹7,34,287.68 |
| 1.00 | OD32955/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 237.97 | sqm | 32 ₹7,615.2 | 31.85 ₹7,579.5 Lowest | 32.47 ₹7,727.05 |
| 1.01 | OD32957/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 19.72 | cum | 2,877.09 ₹56,730.46 | 2,864.34 ₹56,479.06 Lowest | 2,919.88 ₹57,574.19 |
| 1.01 | OD32961/2026-2027:Providing Plain cement concrete for road work 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, 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) | 12.13 | cum | 8,007.4 ₹97,097.73 | 7,971.92 ₹96,667.5 Lowest | 8,126.49 ₹98,541.82 |
| 1.01 | OD60251/2026-2027:(OD From MoRD 6.7.1 ) Interlocking Concrete Block Pavement and Laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504 | 149.6 | sqm | 940.06 ₹1,40,632.98 | 935.89 ₹1,40,009.14 Lowest | 954.04 ₹1,42,724.38 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
14 Sept 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2026-27), Project No 156-27 -Renovation of Panarangadi Iringattiri road at Thuvvur-General Civil Work (Retender)
2026_LSGD_867166_6
DB1/TN/AEE/16/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,778
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENNOVATION | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 158.82 | sqm | - | - |
| 1.002 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 267.92 | sqm | - | - |
| 1.003 | 5.2.1a:Tack Coat<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. | 2,736 | sqm | - | - |
| 1.004 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 2,736 | sqm | - | - |
| 1.005 | OD32955/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 237.98 | sqm | - | - |
| 1.006 | OD32957/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 19.72 | cum | - | - |
| 1.007 | OD32961/2026-2027:Providing Plain cement concrete for road work 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, 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) | 12.13 | cum | - | - |
| 1.008 | OD60251/2026-2027:(OD From MoRD 6.7.1 ) Interlocking Concrete Block Pavement and Laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504 | 149.6 | sqm | - | - |
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