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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MOHAMMED NAVAZ B L1 | Deepu John L2 |
|---|---|---|---|---|---|
| 1.00Re-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. | 996.25 | sqm | 9.79 ₹9,753.29 Lowest | 10.86 ₹10,819.28 |
| 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 | 148.88 | cum | 3,328.64 ₹4,95,551.28 Lowest | 3,670.56 ₹5,46,454.62 |
| 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 | 996.25 | sqm | 105.6 ₹1,05,204 | 88 ₹87,670 Lowest |
| 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. | 996.25 | sqm | 22.39 ₹22,306.04 | 19.06 ₹18,988.53 Lowest |
| 1.00 | 75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - 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 B (II) Bitumen (S-65) | 996.25 | sqm | 276.01 ₹2,74,974.96 | 265.73 ₹2,64,733.51 Lowest |
| 1.01 | OD279465/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mmthick supported on 2 nos
GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with
M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per
drawings and Technical Specification Clause 1701. 600x450mm Rectangular | 1 | each | 8,182.5 ₹8,182.5 | 3,398 ₹3,398 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
11 Mar 2025, 9:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MANANTHAVADY MUNICIPALITY
RETENDER Mananthavadi Municipality Pro No 172-2024-25 Mootrakolli Puthiyidom Road Retarring
2025_LSGD_744886_124
TN.03/2024-25
Open Tender
Civil Works - Roads
Item Rate
90 days
MANANTHAVADY MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,184
Yes
3 Jul 2026
4 Mar 2025
12 Mar 2025
4 Mar 2025
11 Mar 2025
4 Mar 2025
Amount
Re-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.B.2pb:Mix Seal Surfacing - Manual Means - Type B - 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 B (II) Bitumen (S-65)
OD279465/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mmthick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular
Deepu John (BID ID -2147893)
Bidder Name
Deepu John
MOHAMMED NAVAZ B
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