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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC KERALA KL | WAYANAD | KERALA | 670644 | L1 | Accepted-AOC Ok | |
| 2 | L2₹3.9 L+₹1,518.39 (0.39%)Rejected-AOC KERALA KL | L2 | Rejected-AOC Ok | |
| 3 | L3₹4.1 L+₹16,680.97 (4.25%)Rejected-AOC | L3 | Rejected-AOC Ok | |
| 4 | L4₹4.8 L+₹88,295.45 (22.5%)Rejected-AOC | L4 | Rejected-AOC Ok |
| Sl No | Description | Qty | Unit | BIJU M L3 | MALANAD LABOUR CONTRACT CO OPERATIVE SOCIETY L4 | MOIDEENKOYA PP L2 | RAMSHID. K.K L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 339 | sqm | 34.5 ₹11,695.5 | 40 ₹13,560 | 33.22 ₹11,261.58 | 33.09 ₹11,217.51 Lowest |
| 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 | 33.9 | cum | 2,417.34 ₹81,947.83 | 2,500 ₹84,750 | 2,327.7 ₹78,909.03 | 2,318.74 ₹78,605.29 Lowest |
| 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 | 50.85 | cum | 2,699.53 ₹1,37,271.1 | 3,220 ₹1,63,737 | 2,599.42 ₹1,32,180.51 | 2,589.41 ₹1,31,671.5 Lowest |
| 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 | 339 | sqm | 74.65 ₹25,306.35 | 92 ₹31,188 | 71.88 ₹24,367.32 | 71.6 ₹24,272.4 Lowest |
| 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. | 339 | sqm | 15.11 ₹5,122.29 | 18 ₹6,102 | 14.55 ₹4,932.45 | 14.49 ₹4,912.11 Lowest |
| 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) | 339 | sqm | 227.12 ₹76,993.68 | 280 ₹94,920 | 218.7 ₹74,139.3 | 217.86 ₹73,854.54 Lowest |
| 1.01 | OD103328/2022-2023:Filling with Quarry Muck
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 | 9.04 | cum | 760.63 ₹6,876.1 | 940 ₹8,497.6 | 732.43 ₹6,621.17 | 729.61 ₹6,595.67 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9.04 | cum | 6,761.86 ₹61,127.21 | 8,300 ₹75,032 | 6,511.11 ₹58,860.43 | 6,486.04 ₹58,633.8 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6.78 | cum | 375.23 ₹2,544.06 | 400 ₹2,712 | 361.32 ₹2,449.75 | 359.93 ₹2,440.33 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,636
Closing Date
20 Oct 2022, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION BALUSSRY
GENERAL-ARAKKALTHAZHE MUTHUVATH ROAD-General Civil Work-BALUSSERY Gram Panchayath
2022_LSGD_515802_1
AE/LIDEW/BLY/TNDR/05/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
BALUSSEREY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,115
Yes
₹12,636
Yes
18 Dec 2025
13 Oct 2022
22 Oct 2022
13 Oct 2022
20 Oct 2022
13 Oct 2022
Amount
ROAD WORK
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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
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)
OD103328/2022-2023:Filling with Quarry Muck 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
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
MOIDEENKOYA PP
BIJU M
MALANAD LABOUR CONTRACT CO OPERATIVE SOCIETY
Bidder Name
MOIDEENKOYA PP
MALANAD LABOUR CONTRACT CO OPERATIVE SOCIETY
BIJU M
RAMSHID. K.K
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