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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC KOTTIYAL HOUSE MADATHIL P O IRITTY KANNUR 670703 | IRITTY | KANNUR | KERALA | 670703 | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.5 L+₹16,960.86 (2.04%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJIN N K L1 | Marzooque K L2 |
|---|---|---|---|---|---|
| 1.00Pre-Monsoon Works | |||||
| 1.00 | OD98059/2024-2025:Engaging wood cutter for cutting trees, branches of trees, stacking properly as per the direction etc. complete | 25 | each | 1,422.96 ₹35,574 Lowest | 1,452 ₹36,300 |
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | 0.34 | Hectare | 48,577.29 ₹16,516.28 Lowest | 49,568.66 ₹16,853.34 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.68 | cum | 2,308.28 ₹3,877.91 Lowest | 2,355.39 ₹3,957.06 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 27.4 | cum | 2,228.9 ₹61,071.86 Lowest | 2,274.39 ₹62,318.29 |
| 1.00 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | 691 | metre | 74.48 ₹51,465.68 Lowest | 76 ₹52,516 |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 777 | sqm | 50.29 ₹39,075.33 Lowest | 51.32 ₹39,875.64 |
| 1.01 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | 180 | sqm | 5.46 ₹982.8 Lowest | 5.57 ₹1,002.6 |
| 1.01 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 1.68 | cum | 7,644.1 ₹12,842.09 Lowest | 7,800.1 ₹13,104.17 |
| 1.01 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 19.15 | cum | 2,505.6 ₹47,982.24 Lowest | 2,556.73 ₹48,961.38 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
18 Sept 2024, 4:00 pmClosed
Executive Engineer
O/o The Executive Engineer KRFB-PMU, Kannur
Urgent Rectification
2024_KRFB_686503_2
PWD/KR/TR/13587/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Airportlink Chorukkala- Chalode Road
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
22 Sept 2026
6 Sept 2024
20 Sept 2024
6 Sept 2024
18 Sept 2024
6 Sept 2024
Amount
Pre-Monsoon Works
OD98059/2024-2025:Engaging wood cutter for cutting trees, branches of trees, stacking properly as per the direction etc. complete
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
55.8.a: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 departmental broken stone and compacting with power roller to get a compact surface.
4.1.A.3:Granular Sub-Base with Close Graded Material (Table:- 400-1) :- Plant Mix Method - Grading - III Material<br> Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD99537/2024-2025:mixed seal surfacing manual means-type A-Bitumen VG30 providing ,laying and rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type A) 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 to 10 KN static roller and finishing to required level and grades as per technical specification
Marzooque K
Bidder Name
SAJIN N K
Marzooque K
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