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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-Finance | ₹6.5 L | 1 | Accepted-Finance 1 |
| 2 | 2₹6.8 L+₹30,222.95 (4.68%)Accepted-Finance | ₹6.8 L+₹30,222.95 (4.68%) | 2 | Accepted-Finance 2 |
| 3 | 3₹6.9 L+₹40,362.65 (6.25%)Accepted-Finance | ₹6.9 L+₹40,362.65 (6.25%) | 3 | Accepted-Finance 3 |
| Sl No | Description | Qty | Unit | JOB.T.J L1 | EXCELSIOR ENTERPRISES L2 | vishnuraj m s L3 |
|---|---|---|---|---|---|---|
| 1.00Road tarring | ||||||
| 1.00 | OD142640/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and
recompacting aggregate obtained from scarifying with power roller | 555 | sqm | 7 ₹3,885 Lowest | 7.8 ₹4,329 | 8 ₹4,440 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 83.25 | cum | 3,650 ₹3,03,862.5 Lowest | 3,740 ₹3,11,355 | 3,800 ₹3,16,350 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 6 | sqm | 409 ₹2,454 | 385.99 ₹2,315.94 Lowest | 385.99 ₹2,315.94 Lowest |
| 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. | 2.36 | sqm | 316 ₹745.76 | 308.46 ₹727.97 Lowest | 308.46 ₹727.97 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 555 | sqm | 110 ₹61,050 Lowest | 129.02 ₹71,606.1 | 129.02 ₹71,606.1 |
| 1.01 | 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. | 150 | sqm | 29 ₹4,350 Lowest | 29.11 ₹4,366.5 | 30 ₹4,500 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 555 | sqm | 29 ₹16,095 Lowest | 29.11 ₹16,156.05 | 30 ₹16,650 |
| 1.01 | 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) | 705 | sqm | 350 ₹2,46,750 Lowest | 363.85 ₹2,56,514.25 | 370 ₹2,60,850 |
| 1.01 | OD147550/2026-2027:Construction of embankment with approved material obtained from
borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 (WITHOUT POWER ROLLER) | 7.05 | cum | 1,000 ₹7,050 Lowest | 1,290 ₹9,094.5 | 1,300 ₹9,165 |
Tender Value
₹6.8 L
EMD Value
₹16,933
Closing Date
24 Aug 2026, 4:30 pmClosed
Assistant Engineer
Assistant Engineer LID EW Section office Arookutty
Annual Plan-Perumanapally Chennali road retarring in ward 13-103/27 Arookutty GP 2026-27 -
2026_LSGD_865197_1
103/26
Open Tender
Civil Works - Roads
Item Rate
180 days
Arookutty
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,933
Yes
10 Sept 2026
17 Aug 2026
29 Aug 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road tarring | |||||
| 1.001 | OD142640/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and
recompacting aggregate obtained from scarifying with power roller | - | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | - | sqm | - | - |
| 1.004 | 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. | 1 | sqm | - | - |
| 1.005 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.006 | 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. | - | sqm | - | - |
| 1.007 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.008 | 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) | - | sqm | - | - |
| 1.009 | OD147550/2026-2027:Construction of embankment with approved material obtained from
borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 (WITHOUT POWER ROLLER) | 1 | cum | - | - |
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