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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.0 L+₹12,264.83 (1.13%)Admitted-Fee/PreQual/Technical/Finance | ₹11.0 L+₹12,264.83 (1.13%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.0 L+₹13,289.31 (1.22%)Admitted-Fee/PreQual/Technical/Finance | ₹11.0 L+₹13,289.31 (1.22%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BINU.V.G L2 | joseph km L1 | Simnesh ms L3 |
|---|---|---|---|---|---|---|
| 1.00retarring | ||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.07 | Hectare | 47,091.07 ₹3,296.37 | 46,526.04 ₹3,256.82 Lowest | 47,091.13 ₹3,296.38 |
| 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. | 295.8 | sqm | 372.12 ₹1,10,073.1 | 367.77 ₹1,08,786.37 Lowest | 372.24 ₹1,10,108.59 |
| 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. | 2,080 | sqm | 24.05 ₹50,024 | 23.8 ₹49,504 Lowest | 24.09 ₹50,107.2 |
| 1.00 | 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) | 2,080 | sqm | 363.42 ₹7,55,913.6 | 359.48 ₹7,47,718.4 Lowest | 363.85 ₹7,56,808 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 10.35 | cum | 441.25 ₹4,566.94 | 436.2 ₹4,514.67 Lowest | 441.5 ₹4,569.53 |
| 1.01 | OD168660/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) , (A) By Mix in Place Method , 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. (i) For Grading I Material | 10.35 | cum | 3,285.22 ₹34,002.03 | 3,240.35 ₹33,537.62 Lowest | 3,285.44 ₹34,004.3 |
| 1.01 | OD168644/2026-2027: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 | 15.53 | cum | 9,195.5 ₹1,42,760.14 | 9,085.57 ₹1,41,053.47 Lowest | 9,195.92 ₹1,42,766.66 |
Tender Value
₹11.0 L
EMD Value
₹27,542
Closing Date
14 Sept 2026, 4:20 pmClosed
AE LID EW
LID EW
249/PVK/26-27/MUNDAKAPPADAM COLONY ROAD RENOVATION WARD 13
2026_LSGD_868116_1
2008/AE/LSGD/PVK/26-27
Open Tender
Civil Works - Roads
Item Rate
PUTHENVELIKKARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹27,542
Yes
17 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retarring | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.07 | Hectare | - | - |
| 1.002 | 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. | 295.8 | sqm | - | - |
| 1.003 | 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. | 2,080 | sqm | - | - |
| 1.004 | 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) | 2,080 | sqm | - | - |
| 1.005 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 10.35 | cum | - | - |
| 1.006 | OD168660/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) , (A) By Mix in Place Method , 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. (i) For Grading I Material | 10.35 | cum | - | - |
| 1.007 | OD168644/2026-2027: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 | 15.53 | cum | - | - |
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