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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹38.5 L+₹84,660 (2.25%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹34.4 L
EMD Value
₹50,000
Closing Date
21 Mar 2024, 3:00 pmClosed
Executive Engineer
PWD ROADS DIVISION ALAPPUZHA
GENERAL-RC II/Phase I/Cluster Il/ 2023-24 /One year RC/Ambalappuzha section- Zone 2- One year running Contract for Ambalapuzha Thiruvalla Road under Roads section Ambalapuzha in Alappuzha District for a length of 10.50 km-General Civil Work
2024_PWD_670489_1
PWD/RB/TR/22494/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Alappuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
22 Jun 2024
15 Mar 2024
23 Mar 2024
15 Mar 2024
21 Mar 2024
15 Mar 2024
Amount
Appendix-A Reactive Maintenance(Initial Rectificationwork)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.
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.
4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects (using 7% shredded plastic) Grading - II (13.2 mm nominal size)
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.
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
8.4.2: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 aluminium sheeting, 2 mm thick/ aluminium composit 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. 60 cm equilateral triangle
8.4.3: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 aluminium sheeting, 2 mm thick/ aluminium composit 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. 60 cm circular
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.
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
Appendix B: Pre-monsoon Works
OD199797/2023-2024:Providing wood cutting machine for cutting the trees
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
2.3.1.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 Manual Means
OD199798/2023-2024:Engaging Man mazdoor for assisting wood cutter
OD199799/2023-2024:Engaging Wood cutter for cutting trees and branches standing in dangerous condition
OD199800/2023-2024:Engaging earth movers like JCB uprooting of trees and for lifting of cut down trees andbranches for stacking in proper places
OD199801/2023-2024:Engaging earth movers like JCB for cutting excess earth and loading other waste in Tipper lorry etc
OD199802/2023-2024: Engaging Man Mazdoor for cutting and removing the light jungle
OD199803/2023-2024:Engaging Man mazdoor for clearing side drains, lowering side berms, letting out drain water etc
OD199804/2023-2024:Engaging Tipper 5.5 cum capacity for the conveying the silt removed
OD199805/2023-2024:Filling up pot holes with bituminous ready mix compound ( 25kg bag)and compacting and ramming to get a compact surface including of cost of material,laying charges ,transportation to the site etc complete rate is arrived for a bag of 25kg.
Appendix C: Protective/Preventive maintenance
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD199815/2023-2024:Hiring passenger car not less than 1000cc with a labour for conducting and reporting routine inspection for the entire length of project road at a frequency of 7 days throughout the agreement period of running contract as per the direction of departmental officer per running km
Appendix D: Emergency Works
OD199809/2023-2024:Providing wood cutting machine for cutting the trees
OD199810/2023-2024:Engaging Man mazdoor for clearing side drains, lowering side berms, letting out drain water etc
OD199811/2023-2024:Engaging Wood cutter for cutting trees and branches standing in dangerous condition
OD199812/2023-2024:Engaging earth movers like JCB uprooting of trees and for lifting of cut down trees andbranches for stacking in proper places
OD199813/2023-2024:Engaging earth movers like JCB for cutting excess earth and loading other waste in Tipper lorry etc
OD199814/2023-2024:Engaging Tipper 5.5 cum capacity for the conveying the silt removed
DLP Board
OD199806/2023-2024:Providing and fixing of DLP non retro-reflectorised sign with 3 years warranty made of Vinyl stickers over aluminium composit material sheeting 2mm 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.
MADHURAJ. R
Bidder Name
M.S. NOUSHAD ALI
MADHURAJ. R
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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