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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC VENGARA TIRURANGADI | KANNUR | KERALA | 670612 | ₹2.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.8 LRejected-AOC | ₹2.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Binoy mon P K L2 | MOHAMMED SALIH V K L1 |
|---|---|---|---|---|---|
| 1.00Concreting | |||||
| 1.00 | OD405688/2024-2025:Surface dressing of ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.5m.All kinds of soil | 259.2 | sqm | 35.2 ₹9,123.84 | 30.03 ₹7,783.78 |
| 1.00 | OD405658/2024-2025:Filling with quarry muck-Filling up low laying areas with local material/quarry muck, spreading in layers levelling the top at site and consolidating by ramming etc.complete.( By local material/quarry muck) | 25.92 | cum | 1,053.05 ₹27,295.06 | 940.22 ₹24,370.5 |
| 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 | 38.88 | cum | 3,737.31 ₹1,45,306.61 | 3,336.88 ₹1,29,737.89 |
| 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 | 259.2 | sqm | 88.04 ₹22,819.97 | 78.61 ₹20,375.71 |
| 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. | 259.2 | sqm | 19.41 ₹5,031.07 | 17.05 ₹4,419.36 |
| 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) | 259.2 | sqm | 289.12 ₹74,939.9 | 255.44 ₹66,210.05 |
Tender Value
₹2.5 L
EMD Value
₹6,351
Closing Date
18 Feb 2025, 5:00 pmClosed
MINIMOLE K P
LID AND EW SECTION TIRURANGADI MUNICIPALITY
Annual Plan-Annual plan 2024-25 PIDUCHIKETTIPUZA ROAD CONSTRUCTION DIVISION-2 Prj No61/25-PIDUCHIKETTIPUZA ROAD CONSTRUCTION DIVISION-2 Prj No61/25- General Civil Work
2025_LSGD_736689_16
06/AE/LIDandEW/TGI/2024-25
Open Tender
Civil Works - Roads
180 days
TIRURANGADI MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,351
Yes
8 Jun 2026
12 Feb 2025
19 Feb 2025
12 Feb 2025
18 Feb 2025
12 Feb 2025
Amount
Concreting
OD405688/2024-2025:Surface dressing of ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.5m.All kinds of soil
OD405658/2024-2025:Filling with quarry muck-Filling up low laying areas with local material/quarry muck, spreading in layers levelling the top at site and consolidating by ramming etc.complete.( By local material/quarry muck)
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.
75.5.11.1.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)
Binoy mon P K (BID ID -2114657)
Bidder Name
MOHAMMED SALIH V K
Binoy mon P K
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