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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC NO 13 MUTHU SWAMY NAGAR EXTN S N CHAVADY KONDUR POST CUDDALORE TAMIL NADU 607 001 | CUDDALORE | CUDDALORE | TAMIL NADU | 607001 | ₹4.7 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹4.7 Cr+₹557 (<0.01%)Rejected-Finance NO 12 I CROSS SIVA NAGAR REDDIARPALAYAM PUDUCHERRY 605 010 | PONDICHERRY | PUDUCHERRY | 605010 | ₹4.7 Cr+₹557 (<0.01%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹4.8 Cr+₹5.6 L (1.19%)Rejected-Finance NO 03 SECOND CROSS STREET JAWAHAR NAGAR BOOMIANPET PUDUCHERRY 605 005 | PONDICHERRY | PUDUCHERRY | 605005 | ₹4.8 Cr+₹5.6 L (1.19%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹4.9 Cr+₹14.8 L (3.11%)Rejected-Finance MADURAI TAMIL NADU | ₹4.9 Cr+₹14.8 L (3.11%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹4.9 Cr+₹16.1 L (3.40%)Rejected-Finance NO 208 3C THIRUVAMATHUR CROSS ROAD GINGEE SALAI VILLUPURAM TAMIL NADU 605 601 | VILLUPURAM | TAMIL NADU | 605601 | ₹4.9 Cr+₹16.1 L (3.40%) | L5 | Rejected-Finance Not Lowest |
Tender Value
₹5.6 Cr
EMD Value
₹11.1 L
Closing Date
7 Sept 2023, 4:00 pmClosed
Executive Engineer,BRN, PWD., Pondicherry
No.44, Labourdonnais Street, Puducherry
Strengthening and improvements to the 5 nos. Of various roads viz., 1.Katterikuppam to Lingareddipalayam road, 2. Thirukkanur bye pass road, 3.RC-12 road from Kothapurinatham to Thirubuvanai, 4.Kothapurinatham to Sanniyasikuppam road and 5. Vambup
2023_PWDC1_13514_1
21/PW/EE/BRN/2023-24
Open Tender
Civil Works - Roads
Item Rate
300 days
Katterikuppam, Pudcuherry
Please refer tender document
3 documents required · 3 mandatory
₹1,575
₹11.1 L
3 Jan 2024
25 Aug 2023
8 Sept 2023
25 Aug 2023
7 Sept 2023
25 Aug 2023
Amount
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 layer by manual means in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve the desired density.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
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 thick including reflectorising glass beads @ 250 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.
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 micro 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 or retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less values specified in table 1 of said MORT & 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 MORTH circular
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 75mm x 75mmx6mm (3.5mtrs height-6.8kg/mtr = 23.8kg, with board support angle 35 x 35 x 6mm-2.30mtrs-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 45cm x 45cm x 60cm, 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 75mmx75mmx6mm (3.8mtrs height-6.8kg/mtr = 25.84kg with board support angle 35 x 35 x 6mm-2.8mtrs-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 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing-80cmx60cm rectangular. (including cost of angle iron towards cost of drilling holes, nuts, bolts etc.,)
K ARUNAGIRI & SONS
M/s. OM PRANHAV SHAKTHI CONSTRUCTIONS
VK AND CO
MKM Constructions
N K Gunasekaran
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