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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LRejected-Finance | L1 | Rejected-Finance L1 | |
| 2 | L2₹5.2 L+₹8,411 (1.66%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | J&J CONSTRUCTIONS L1 | JOSEMON THOMAS L2 |
|---|---|---|---|---|---|
| 1.00Tarring of Madavana Mundukadu road | |||||
| 1.00 | OD242389/2025-2026: :Scarifying existing bituminous surface to a depth of 150mm by mechanical means
and recompacting the aggregate received from scarifying with a three wheel 80-100 KN static roller | 630 | sqm | 7.8 ₹4,914 Lowest | 8 ₹5,040 |
| 1.00 | OD242394/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local material quarry muck,spreading in layers,levelling
the top at site and consolidation by using 8-10 tonne power roller etc complete for improving the CBR
value of subgrade | 5.1 | cum | 1,254.08 ₹6,395.81 Lowest | 1,260 ₹6,426 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 63 | cum | 3,750.64 ₹2,36,290.32 Lowest | 3,800 ₹2,39,400 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 630 | sqm | 80.37 ₹50,633.1 Lowest | 85 ₹53,550 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 630 | sqm | 18.9 ₹11,907 Lowest | 20 ₹12,600 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 21 | sqm | 15.79 ₹331.59 Lowest | 16 ₹336 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 651 | sqm | 302.65 ₹1,97,025.15 Lowest | 305 ₹1,98,555 |
Tender Value
Refer Docs
EMD Value
₹12,687
Closing Date
19 Sept 2025, 3:00 pmClosed
AE LSGD
AE LSGD
Udayanapuram GP Pro No 89 Tarring of madavana mundukadu Road Ward 16
2025_LSGD_796590_1
89/AE/UDPM/25-26
Open Tender
Civil Works - Roads
Item Rate
Udayanapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,120
₹12,687
10 Oct 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
19 Sept 2025
12 Sept 2025
Amount
Tarring of Madavana Mundukadu road
OD242389/2025-2026: :Scarifying existing bituminous surface to a depth of 150mm by mechanical means and recompacting the aggregate received from scarifying with a three wheel 80-100 KN static roller
OD242394/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local material quarry muck,spreading in layers,levelling the top at site and consolidation by using 8-10 tonne power roller etc complete for improving the CBR value of subgrade
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
JOSEMON THOMAS (BID ID -2343098)
Bidder Name
J&J CONSTRUCTIONS
JOSEMON THOMAS
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