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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.0 LAccepted-AOC PALAKKAD | KERALA | 678001 | ₹8.0 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | VISWANATHAN M L4 | KUNHALAVI P L3 | PRADEESH C L2 | SHAMEEMURAHMAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Tarring and Retarring | |||||||
| 1.00 | OD360745/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil | 6.38 | sqm | 40 ₹255 | 36.38 ₹231.92 | 36.19 ₹230.71 | 34.6 ₹220.58 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 0.96 | cum | 3,350 ₹3,202.6 | 3,304.5 ₹3,159.1 | 3,287.81 ₹3,143.15 | 3,100 ₹2,963.6 |
| 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. | 500.7 | sqm | 20 ₹10,014 | 15.84 ₹7,931.09 | 15.76 ₹7,891.03 | 15 ₹7,510.5 |
| 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 | 50.71 | cum | 3,760 ₹1,90,662.08 | 3,713.13 ₹1,88,285.4 | 3,694.38 ₹1,87,334.62 | 3,450 ₹1,74,942.6 |
| 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 | 500.7 | sqm | 85 ₹42,559.5 | 79.56 ₹39,835.69 | 79.16 ₹39,635.41 | 76 ₹38,053.2 |
| 1.01 | 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. | 500.7 | sqm | 20 ₹10,014 | 18.81 ₹9,418.17 | 18.61 ₹9,318.03 | 16.5 ₹8,261.55 |
| 1.01 | OD360730/2025-2026:
Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 8.75 | cum | 8,310 ₹72,720.81 | 8,223.18 ₹71,961.05 | 8,181.65 ₹71,597.62 | 8,800 ₹77,008.8 |
| 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. | 1,140 | sqm | 20 ₹22,800 | 18.71 ₹21,329.4 | 18.61 ₹21,215.4 | 16.5 ₹18,810 |
| 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) | 1,640.7 | sqm | 305 ₹5,00,413.5 | 299.62 ₹4,91,586.53 | 298.11 ₹4,89,109.08 | 285 ₹4,67,599.5 |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
12 Feb 2026, 3:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LID EW SUBDIVISION MANNARKKAD BLOCK PANCHAYATH
MANNARKKAD BLOCK PANCHAYATH 2025-2026 KOTTIYOD KARAKUNN ROAD RENOVATION-Pro No-325-2025-26,Kanjirapuzha Grama Panchayath
2026_LSGD_833073_20
04/AE/MKDBP/25-26
Open Tender
Civil Works - Roads
180 days
Mannarkkad Block panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,173
Yes
22 Mar 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
Road Tarring and Retarring
OD360745/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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.
OD360730/2025-2026: Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
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.
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)
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