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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.1 LAccepted-AOC | L1 | Accepted-AOC work order | |
| 2 | L2₹70.3 L+₹1.2 L (1.71%)Rejected-Finance NO 23 SCHOOL STREET METTUPALAYAM PUDUCHERRY 605 008 | PONDICHERRY | PUDUCHERRY | 605008 | L2 | Rejected-Finance L2 |
Tender Value
₹64.5 L
EMD Value
₹1.3 L
Closing Date
19 Jun 2023, 4:00 pmClosed
The Executive Engineer, BRC, PWD., Puducherry
Office of the Executive Engineer, BRC, PWD., Puducherry
Improvements and widening to the Braminal Street link road from Cuddalore road to Point care Street and improvements to Vannakulam Veethi link road from point care street to 100 feet road including construction of L and U drain in Mudaliarpet Puduche
2023_PWDC1_12714_2
12/PW/BRC/23-24
Open Tender
Civil Works - Roads
Item Rate
120 days
Puducherry
Please refer tender documents
3 documents required · 3 mandatory
₹1,050
₹1.3 L
5 Sept 2023
14 Jun 2023
20 Jun 2023
14 Jun 2023
19 Jun 2023
14 Jun 2023
Amount
Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing,removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - depth upto 3m (Ordinary soil)
Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading II material.
Cement concrete 1:3:6 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.
Providing , laying , spreading and cum 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 vibratory roller to achieve the desired density - Using vibratory roller
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
Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete.
Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 above ground/bed level.
Plain cement concrete m-15 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level.
Structural steel work in single section , fixed with or without connecting plate, including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer all complete
Steel work welded in built up sections / framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
12mm cement plaster of mix -1:4 (1 cement : 4 fine sand)
12mm cement plaster finished with a floating coat of neat cement of mix - 1:3 (1 cement :3 fine sand)
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface - water thinnable cement primer
Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface , etc.complete - on steel work
Painting with synthetic enamel paint of approved brand and manufacutre to give an even shade - Two or more coats on new work
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead- nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar
Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
Disposal of debris/rubbish etc. within 3 km radius from the site. The rate includes loading and unloading transportation charges etc. complete
EZHILAN B
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