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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC | ₹3.3 Cr | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹3.4 Cr+₹2.6 L (0.78%)Rejected-Finance | ₹3.4 Cr+₹2.6 L (0.78%) | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹3.4 Cr+₹6.1 L (1.81%)Rejected-Finance N A | ₹3.4 Cr+₹6.1 L (1.81%) | L3 | Rejected-Finance 3rd lowest |
| 4 | L4₹3.5 Cr+₹17.2 L (5.14%)Rejected-Finance NO 03 SECOND CROSS STREET JAWAHAR NAGAR BOOMIANPET PUDUCHERRY 605 005 | PONDICHERRY | PUDUCHERRY | 605005 | ₹3.5 Cr+₹17.2 L (5.14%) | L4 | Rejected-Finance 4th lowest |
| 5 | Not Admitted-Fee/PreQual/Technical NO 23 AMBOUR SALAI PUDUCHERRY 605 001 | PONDICHERRY | PUDUCHERRY | 605001 | - | - | Not Admitted-Fee/PreQual/Technical Others-While of Scrutiny of Eligibility of tenderer, M/S. G.D. Builders has not submitted the clear proof of owing machineries for sensor control paver finisher as per the NIT conditions |
Tender Value
₹3.2 Cr
Closing Date
14 Sept 2021, 4:30 pmClosed
Executive Engineer
Office of the Executive Engineer, BRS, PWD, Puducherry
Improvements to RC18 road from Guduvaiyar bridge to Kumaramangalam bridge, Korkadu road branching from RC18 to connects at RC19 and Korkadu Erikarai Road branching from RC20 to connects at Korkadu road in Nettapakkam Commune, Puducherry. I
2021_PWDC1_8479_1
No.12/PW/EE/BRS/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Puducherrry
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,575
Exempted
29 Apr 2022
2 Sept 2021
15 Sept 2021
2 Sept 2021
14 Sept 2021
2 Sept 2021
Amount
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)
Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to 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 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade.
Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix 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 clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen 60/70
Providing and laying of hot applied thermoplastic compound 2.5mm thickincluding reflectorising glass beads @ 250 8. Traffic Signs,Markings & Other Road Appurtenances gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller,or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (payment will be made based on level measurement)
Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of aluminium sheet encapsulated lens with high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm ( 3.5 mtrs height - 6.8kg/mtr = 23.8kg , with board support angle 35x35x6mm-2.30 mtrs - 3kg/mtr = 6.9kg and anchor flat - 0.5kg)firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm equilateral triangle. (including cost of angle iron towards cost of drilling holes, nuts, bolts etc.,)
Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of aluminium sheet encapsulated lens with high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm ( 3.6 mtrs height - 6.8kg/mtr = 24.48 kg with board support angle 35x35x6mm - 2.49 mtrs - 3kg/mtr = 7.47kg and anchor flat -0.50kg ) firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60cm Circular. (including cost of angle iron towards cost of drilling holes, nuts, bolts etc.,)
Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of aluminium sheet encapsulated lens with high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm ( 3.8 mtrs height - 6.8kg/mtr = 25.84 kg with board support angle 35x35x6mm - 2.8 mtrs - 3kg/mtr = 8.4kg and anchor flats - 0.5kg ) firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 80cm X 60cm rectangular . (including cost of angle iron towards cost of drilling holes, nuts, bolts etc.,)
Providing and fixing 3M make reflective road studs of category 'A' raised pavement markers made out of poly carbonate / ABS moulded body and reflective panels with mirco prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement makers shall also confirm the length, height and width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat within 1.3mm (3M equivalent). The marker shall support a load of 13635Kg tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming ASTM D788. The area of each retro reflectory surface shall not be less than 13.0sq.cm. The slope of retro - reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of said MORTH & H circular and two cylindrical Polymer shanks not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage with bituminous grout or epoxy mortor all as per the MORTH circular No.RW/NH. 33023/10/97-DO.III dt.11.06.97
Hire charges for engaging front end loader 1cum capacity for clearing the accumulated solid waste and loading to the tipper / tractor, for disposal at the stock yard. The rate shall include the hire charges for machinery, operating staff, fuel charges, lubricants etc., complete as directed by the Engineer-in-charge.
M/s. S. AMURTHALINGAM and SONS
N K Gunasekaran
M/s. OM PRANHAV SHAKTHI CONSTRUCTIONS
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