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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹47.0 L+₹44,912.48 (0.97%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹48.6 L+₹2.0 L (4.34%)Accepted-AOC E I HOUSE ERTHUMKADAVU MUTATHODY POST KASARAGOD 671121 | KASARAGOD | KASARAGOD | KERALA | 671121 | L3 | Accepted-AOC L3 | |
| 4 | L4₹48.7 L+₹2.2 L (4.65%)Accepted-AOC | L4 | Accepted-AOC L4 | |
| 5 | L5₹56.8 L+₹10.3 L (22.1%)Accepted-AOC | L5 | Accepted-AOC L5 |
Tender Value
₹59.3 L
EMD Value
₹50,000
Closing Date
18 Mar 2023, 5:00 pmClosed
Executive Engineer PWD Roads Division Kasaragod
Executive Engineer PWD Roads Division Kasaragod
GENERAL-RM-2022-23/CLUSTER II/one year RC /Badiyadukka Section in Kasaragod District -RM 2022-23-Zone V-One year Running contract for various PWD Roads under Roads Section Badiyaduka in Kasaragod District -6 Road stretchers for a length of 38.94km
2023_PWD_564898_1
D2-TD/36/E-tender/2022-23
Open Tender
Civil Works - Roads
Item Rate
365 days
BADIYADUKKA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
20 Apr 2023
9 Mar 2023
20 Mar 2023
9 Mar 2023
18 Mar 2023
9 Mar 2023
Amount
Appendix A
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
4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method
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.
OD18162/2022-2023:Mixed seal surfacing providing and rolling of close graded pre mix surfacing material of 20 mm thickness composed of 11.2mm to 9mm (type A)aggregate using Bitumen VG-30 to required line graded and and level to serve as wearing course on previouslyprepared base , included mixed in suitable plantand rolling with the static roller 8-10 KN and finishingtorequired level and gread as per tecchniqual specification
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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.
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.
Appendix B
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)
8.4.1:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
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 In area of light jungle - By Mechanical Means
Appendix C
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
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.
OD19475/2022-2023:Supplying shelmac PR including all cost and conveyance from Badiadka PWD office
OD19479/2022-2023:For laying ready mix tar mecadam from PWD roads section office to various roads under PWD roads setion.
Appendix D
2.1.4:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm
OD243234/2022-2023:Supply of Man mazdoor for the clearing of traffic blockades, cutting fallen trees etc
OD243235/2022-2023:od3682/2020_2021 : Supply of wood cutter /sawyer for the cutting of fallen trees, clearing of traffic blocks etc
routine inspection charge
OD255120/2022-2023:Engaging labour as per requirement for Conducting /reporting routine inspections and to take necessary instructions as applicable following the guidelines of running contract all long the route for a day of inspection covering entire reach specified in the agreement and as directed by the departmental officer at site.
OD255121/2022-2023:Hiring Inspection Vehicle : Wherein charges applicable as per utilization per km at a frequency as detailed in the guidelines to running contract along the route convenient to cover entire reach specified in the agreement and as directed by the departmental officer at site.
abdul shereef
E I MUHAMMED
K.M MUJEEB RAHIMAN
MOHAMMED HANEEF
Bidder Name
abdul shereef
MOHAMMED HANEEF
K.M MUJEEB RAHIMAN
E I MUHAMMED
ABDUL KHADER B A
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