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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 CrAccepted-AOC | ₹15.2 Cr | L1 | Accepted-AOC L1 Letter No. 591(S)WE Date-17.02.2022 |
| 2 | L2₹15.2 CrRejected-Finance | ₹15.2 Cr | L2 | Rejected-Finance L2 Letter No. 591(S)WE Date-17.02.2022 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical ASPURA HOUSE ROAD NO 03 SANJAY GANDHI NAGAR KANKARBAGH PATNA BIHAR 800026 | PATNA | BIHAR | 800026 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹14.5 Cr
EMD Value
₹14.5 L
Closing Date
8 Dec 2021, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Giridih
Executive Engineer, RCD, Road Division, Giridih
Improvement of riding Quality of Chotki kharagdiha-Dudhwatoli-Gondlitanr-Lataki -Chatro- Mirzaganj (MDR- 92) (Total Length - 34.80 Km) Road for the year 2021-22
2021_CECOM_53605_1
RCD/GIRIDIH/1384
Open Tender
Civil Works
182 days
Chotki Kharagdiha Mirjaganj
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Executive Engineer, RCD, Road Division, Giridih
₹14.5 L
26 Apr 2022
25 Nov 2021
10 Dec 2021
25 Nov 2021
8 Dec 2021
25 Nov 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.
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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 501.7 to achieve the desired compaction.
Providing and laying bituminous concrete with 100-120 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 to 5.6 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 (Grading-II)
Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
Guard wall Excavation for Structures (Earth work in excavation of foundation of structures 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 and backfilling with approved material.)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 with stone aggregate and quality Sand FM not less 3.00 mixing in C.C mixer and placing in potition vibrating, cumpacting, centering, shuttering etc. all complete job.
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
Stone masonry work in cement mortar 1:3 for sub structure complete as per drawing and Technical Specifications Random Rubble Masonry including scaffolding, curing etc. all complete job.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 including centering, shutting, curing etc. all complete job.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Drain Excavation for Structures (Earth work in excavation of foundation of structures 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 and back filling with approved material.)
Plain cement concrete (1:3:6) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specifications all complete job. PCC Grade M-10
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 including centering, shutting, curing etc. all complete job.
Providing R.C.C.M30 in sub structure (Drain cover) - do- do all complete job as per specification & direction of E/I.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications @ 45.02 kg/ m =300.0 mX 50.24 kg/m = 13506 Kg. = 13.506 Tones .
SIGNAGE WORK Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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.
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 60 cm square
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
GST 12% will be added on Total amount quoted by Contractor
Labour Cess 1% will be added on amount quoted by contractor including 12% GST.
AMITABH CONSTRUCTION PVT LTD
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