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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 CrAccepted-AOC | ₹17.7 Cr Quoted ₹17.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹18.8 CrRejected-Finance | ₹18.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹19.1 CrRejected-Finance GRAM DEVRADA TARABGANJ DISTRICT GONDA UTTAR PRADESH | GONDA | UTTAR PRADESH | 271001 | ₹19.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹19.6 CrRejected-Finance MOH PADAW NAWABGANJ GONDA U P 271303 | GONDA | UTTAR PRADESH | 271303 | ₹19.6 Cr | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹30 L
Closing Date
27 Jan 2021, 3:00 pmClosed
SE GONDA CIRCLE PWD GONDA
SE GONDA CIRCLE PWD GONDA
Widening and Strenthening of Balrampur by-pass (Falwaria bypass) in Distt Balrampur
2021_CEDPW_547317_1
4177/2Com(B)-Gonda Circle/20-21 Dt. 23.12.20
Open Tender
Civil Works
365 days
BALRAMPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Yes
₹30 L
Yes
GONDA
1 Mar 2021
20 Jan 2021
27 Jan 2021
20 Jan 2021
27 Jan 2021
20 Jan 2021
21 Jan 2021
Amount
Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. MOrth Specification Clause 301
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. for raising of emdbankment. MOrth Specification Clause 305
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table MOrth Specification Clause 305
Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant of OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 in a compacted layer of 100mm functioning as drainage layer.(including Junctions)
Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified 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. (including Junctions) MOrth Specification Clause 306
Wet Mix Macadam +1% OPC Cement+3.5% Emulsion (ETA) = Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(including Junctions) MOrth Specification Clause 306
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @0.30Kg/sqm on the prepared Primed WMM surface cleaned with mechanical broom. (including Junctions) MOrth Specification Clause 305(3)
Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 509 complete in all respects (including Junctions)
Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. S.I No. 251
Concrete with 4cm. Gauge Brick ballast ,fine sand of 1.25 FM & cement in proportion 8:4:1 in foundation and floors S.I No 275
Construction of Patri with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4, in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shutteringe etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. SI No 283
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. 10mm dia. and above SI 504(b)
P/L of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35.The finished surface to be level uniform & free from streaks and hole. in edges and center line.
Same as above in item Nos 18 but providing Repeated bars of yellow colour thermoplastic coupound in 15mm thickness
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (chevron) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (Hezard) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (T/Y) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (Curve Right) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (Curve Left) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (Give way) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (stop) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (Village Name/ Place Name) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (School) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 60 cm x 60 cm, 60 cm below ground lvel as per approved drawing MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (Speed Limit) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing MOrth Specification Clause 801
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (Speed Breaker) as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing MOrth Specification Clause 801
Supply of fixing of Pavment makers (cat eyes) type of MP-4956-04 Avery denstion/3-M (USA make) sifting of usa plastic housing fitted with lightly pavment potting compound the housing shall contain matic two glass covered prismatic refelective face to efect incident light including all taxes.
Supply & fixing and hosting of 12m to 15 m span overhead structure in position with two vertical post of 6m clear hight from the top of RCC foundation made of 300mm dia pipe welded with 10mm thick ms plant stiffners and two nos 10mm thick ms plaints at top welded with structure of 50mm nb (m) pipe comprising of horizantal vertical pipe of 40 mm nb (m) and dressing pipe of 32mm nb (m) as per structrul design requirments and app drawing with vertical and lateral crearance given in clause 802.2 and 802.3 I/C on coat of primer and two coats of synthtick enamel paints on the whole structure and instread as per clause 802.7 over as designed support system made up of concrete including excavation lean concrete 1:4:8 and RCC 1:2:4 complete for fixing the complete structure in postition as per direction in E/I
Cantileer Sign Post Supply and Fixing of built Ire of 6m. Span comprising of one vertical post of 6m. High made up of 300 mm N.B. heavy class M.S. pipe as vertical member welded with 10mm. M.s. plate at top & bottom for bed complete the enamel paintetiring of horizontal frame comprising of 50 mm. N.B. made heavy class main pipe as of 32 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel prime and two coat of synthetics enamel paint complete the work includes construction of R.C.C. foundation of size 900x900 mm. & 1500 mm. deep for built up overhead structure including earth work in 1:4:8 cement, coarse sand and 20 mm stone grit including supply and grouting of 25mm. dia foundation boilts (500mm. long) as per provisions of structure including cost of reinforcement & shuttering as per direction of Engineer-in-charge. (SOR)
Providing & fixing of reflective signs with a corrosion resistant 4mm thick aluminium composite ponets face to be fully covered with High intensity prismatic sheeting type IV as per IRC 67-2010 retro reflective sheeting with MS Angle frame of 35x3mm
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS :1367 and IS:1364, metal beam rail to be fixed on the vertical post with on the vertical post with a spacer of channel section 15x75x5mm long complete as per clause 810
Providing and laying of Hecto Meter Stone ( Mirzapur Stone ) of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone transpotation to site and all materials, labour T&P etc. required proper complete of work.
Providing and laying of KM Stone ( Mirzapur Stone) of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance to site and all materials, labour T&P etc. required proper complete of work
Providing and laying of 5Th KM Stone ( Mirzapur Stone) of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance to site and all materials, labour T&P etc. required proper complete of work
M/s Srijan Cosntruction
M/s Alok Construction
SHIV CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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