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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide Resolution No. /Order No.Resolution No.3(1) dtd.30/08/2025 of PudusseryGrama Panchayat | |
| 2 | L2₹7.0 L+₹20,304.95 (3.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M SUDHARSANAN L1 | NIDHEESHKUMAR.G L2 |
|---|---|---|---|---|---|
| 1.00Metalling and tarring | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 960 | sqm | 16.01 ₹15,369.6 Lowest | 16.49 ₹15,830.4 |
| 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 | 72 | cum | 3,750.64 ₹2,70,046.08 Lowest | 3,863.16 ₹2,78,147.52 |
| 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 | 960 | sqm | 80.37 ₹77,155.2 Lowest | 82.78 ₹79,468.8 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 960 | sqm | 18.9 ₹18,144 Lowest | 19.47 ₹18,691.2 |
| 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) | 960 | sqm | 302.65 ₹2,90,544 Lowest | 311.73 ₹2,99,260.8 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 3.75 | cum | 650.34 ₹2,438.78 Lowest | 669.85 ₹2,511.94 |
| 1.01 | OD149370/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size
90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour and size, fixing the post inground with CC etc complete | 1 | 1 nos | 3,064.86 ₹3,064.86 Lowest | 3,156.81 ₹3,156.81 |
Tender Value
₹6.8 L
EMD Value
₹16,919
Closing Date
22 Aug 2025, 4:00 pmClosed
Assistant Engineer - VINITHA P
Assistant Engineer LID EW Section,Pudussery GP
Project No. 308 Ward No.13 - Chakkankkad Canal Road Re Tarring
2025_LSGD_783596_6
ET 02/AE/LSGD/PGP/2025 - 26
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of the Assistant Engineer LID EW Section
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,919
Yes
30 Sept 2025
12 Aug 2025
26 Aug 2025
12 Aug 2025
22 Aug 2025
12 Aug 2025
Amount
Metalling and tarring
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
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
75.5.2.3pb: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 granular surfaces treated with primer & 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 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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD149370/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour and size, fixing the post inground with CC etc complete
NIDHEESHKUMAR.G (BID ID -2302492)
Bidder Name
M SUDHARSANAN
NIDHEESHKUMAR.G
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