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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC agreement executed |
| Sl No | Description | Qty | Unit | ABDUL KAREEM.K L1 |
|---|---|---|---|---|
| 1.00APPENDIX-A-TARRING | ||||
| 1.00 | OD447237/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 4.44 | cum | 2,233 ₹9,907.82 Lowest |
| 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 | 88.13 | cum | 3,503 ₹3,08,705.38 Lowest |
| 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 | 587.5 | sqm | 84 ₹49,350 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. | 587.5 | sqm | 18 ₹10,575 Lowest |
| 1.00 | 75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - 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 B <br> (II) Bitumen (S-65) | 587.5 | sqm | 254 ₹1,49,225 Lowest |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 28.2 | cum | 68 ₹1,917.6 Lowest |
| 1.01 | OD447238/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M - 15 grade cement concrete 450 mm X 450 mm X 600 mm ,600 mm below ground level as per drawings and technical specification clause 1701.600 mm x 450 mm Rectangular | 1 | each | 3,540 ₹3,540 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,696
Closing Date
23 Apr 2025, 11:00 amClosed
Assistant Engineer
LID and EW Section Vellamunda GP Kattayad P O Wayanad - 670731
Annual Plan-VGP 2024-25-PR NO-191 Mullayattumal Karunakaran Masterpadi Solling Road Tarring in Ward- 17 MGR RS-600000-TARRING-General Civil Work
2025_LSGD_760050_19
VGP/2025-26/AE/LIDEW/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
Vellamunda GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,696
Yes
25 Sept 2025
16 Apr 2025
24 Apr 2025
16 Apr 2025
23 Apr 2025
16 Apr 2025
Amount
APPENDIX-A-TARRING
OD447237/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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 <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 B <br> (II) Bitumen (S-65)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD447238/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M - 15 grade cement concrete 450 mm X 450 mm X 600 mm ,600 mm below ground level as per drawings and technical specification clause 1701.600 mm x 450 mm Rectangular
Bidder Name
ABDUL KAREEM.K
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