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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹84,275.05Accepted-Finance | ₹84,275.05 | l1 | Accepted-Finance l1 |
| 2 | l2₹85,004.76Rejected-Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹85,004.76 | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | MUHAMMED ARUVEETTIL L1 | ANEES BABU P L2 |
|---|---|---|---|---|---|
| 1.00tarring | |||||
| 1.00 | OD479063/2024-2025: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. All kinds of soil | 87.6 | sqm | 30.03 ₹2,630.63 | 30.03 ₹2,630.63 |
| 1.00 | OD479064/2024-2025:
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 8.76 | cum | 940.22 ₹8,236.33 | 940.22 ₹8,236.33 |
| 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 | 13.14 | cum | 3,336.88 ₹43,846.60 | 3,336.88 ₹43,846.60 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 87.6 | sqm | 76.34 ₹6,687.38 | 80 ₹7,008 |
| 1.00 | 5.2.3a:Tack Coat <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. | 87.6 | sqm | 15.33 ₹1,342.91 | 20 ₹1,752 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 87.6 | sqm | 245.79 ₹21,531.20 | 245.79 ₹21,531.20 |
Tender Value
₹84,275
EMD Value
₹2,107
Closing Date
24 Apr 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER OFFICE MANJERI MUNICIPALITY
Annual Plan-Manjeri Municipality 2024-25 , Project No- 306-nellikuth puthukolli kakka road in ward 24-General Civil Work
2025_LSGD_748575_74
2716147/24/6
Open Tender
Civil Works - Roads
180 days
MANJERI
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,107
Yes
5 Jan 2026
19 Apr 2025
25 Apr 2025
19 Apr 2025
24 Apr 2025
19 Apr 2025
Amount
tarring
OD479063/2024-2025: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. All kinds of soil
OD479064/2024-2025: Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, 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
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
ANEES BABU P (BID ID -2201685)
Bidder Name
ANEES BABU P
MUHAMMED ARUVEETTIL
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