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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance CHAS ROAD JAINA MORE JARIDIH BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.4 Cr+₹47.1 L (7.93%)Admitted-Finance VILL DHOLIYA PO PANDEYPURA BLOCK HUNTERGANJ DIST CHATRA | CHATRA | JHARKHAND | 825103 | ₹6.4 Cr+₹47.1 L (7.93%) | L2 | Admitted-Finance |
| 3 | L3₹6.5 Cr+₹52.2 L (8.78%)Admitted-Finance | ₹6.5 Cr+₹52.2 L (8.78%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical GIRIDIH JHARKHAND | HAZARIBAGH | JHARKHAND | 825301 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S AJAY SINGH L1 | M/S PUJA ENTERPRISES L3 | Jai Maa Ambe Infra Pvt. Ltd. L2 |
|---|---|---|---|---|---|---|
| 1.00 | Tack Coat (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).
vide R.C.D. S.O.R. 5.2 | 1,46,161.68 | M2 | 10.95 ₹16,00,470.4 Lowest | 11.23 ₹16,41,395.67 | 11.69 ₹17,08,692.89 |
| 2.00 | Bituminous Macadam (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)with VG-30 Bulk bitumen.
for GradingII (19 mm nominal size)
vide R.C.D. S.O.R. 5.3(B) (ii) | 3,213.62 | M3 | 6,238.5 ₹2,00,48,168.37 Lowest | 7,300 ₹2,34,59,426 | 7,121.3 ₹2,28,85,165.06 |
| 3.00 | Bituminous Concrete (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 % 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) with Bulk VG30 Bitumen.
(ii) for Grading-II(10 mm nominal size)
vide R.C.D. S.O.R. 5.8(B) (ii) | 2,456.67 | M3 | 8,165 ₹2,00,58,710.55 Lowest | 9,600 ₹2,35,84,032 | 9,460.13 ₹2,32,40,415.45 |
| 4.00 | 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.)
vide R.C.D. S.O.R. 10.2 | 32,163 | M2 | 147 ₹47,27,961 | 45 ₹14,47,335 | 41.64 ₹13,39,267.32 Lowest |
| 5.00 | 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.) by mechanical means
(i) Ordinary Soil
vide R.C.D. S.O.R. 12.1 I B (i) | 517.5 | M3 | 55 ₹28,462.5 | 47 ₹24,322.5 | 42.68 ₹22,087.42 Lowest |
| 6.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
PCC Grade M15
vide R.C.D. S.O.R. 12.8 A | 103.5 | M3 | 4,800 ₹4,96,800 | 4,500 ₹4,65,750 Lowest | 4,787.19 ₹4,95,474.65 |
| 7.00 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
Random Rubble Masonry.
vide R.C.D. S.O.R. 12.7 B | 318.6 | M3 | 3,480 ₹11,08,728 Lowest | 3,500 ₹11,15,100 | 4,106.43 ₹13,08,309.46 |
| 8.00 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Random Rubble Masonry
vide R.C.D. S.O.R. 13.4 A | 288 | M3 | 3,480 ₹10,02,240 Lowest | 3,500 ₹10,08,000 | 3,996.22 ₹11,50,911.94 |
| 9.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
PCC Grade M20
vide R.C.D. S.O.R. 13.5 B | 5.63 | M3 | 5,100 ₹28,713 Lowest | 5,300 ₹29,839 | 5,484.81 ₹30,879.48 |
| 10.00 | 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.
vide R.C.D. S.O.R. 13.10 | 193.5 | M3 | 1,925 ₹3,72,487.5 Lowest | 2,300 ₹4,45,050 | 2,360.52 ₹4,56,760.53 |
Tender Value
₹6.2 Cr
EMD Value
₹6.2 L
Closing Date
29 Nov 2021, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Giridih
Executive Engineer, RCD, Road Division, Giridih
Improvement of Riding Quality of Bagodih More to Juthaam (Total Length - 13.88 Km.) Under Road Division, Giridih for the year 2021-22.
2021_CECOM_53115_1
RCD/GIRIDIH/1311
Open Tender
Civil Works
Item Rate
92 days
Bagodih Juthaam
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Executive Engineer, RCD, Road Division, Giridih
₹6.2 L
22 Feb 2022
16 Nov 2021
2 Dec 2021
16 Nov 2021
29 Nov 2021
16 Nov 2021
Amount
Tack Coat (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). vide R.C.D. S.O.R. 5.2
Bituminous Macadam (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)with VG-30 Bulk bitumen. for GradingII (19 mm nominal size) vide R.C.D. S.O.R. 5.3(B) (ii)
Bituminous Concrete (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 % 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) with Bulk VG30 Bitumen. (ii) for Grading-II(10 mm nominal size) vide R.C.D. S.O.R. 5.8(B) (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.) vide R.C.D. S.O.R. 10.2
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.) by mechanical means (i) Ordinary Soil vide R.C.D. S.O.R. 12.1 I B (i)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 vide R.C.D. S.O.R. 12.8 A
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Random Rubble Masonry. vide R.C.D. S.O.R. 12.7 B
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry vide R.C.D. S.O.R. 13.4 A
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20 vide R.C.D. S.O.R. 13.5 B
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. vide R.C.D. S.O.R. 13.10
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.) vide R.C.D. S.O.R. 8.13
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 vide R.C.D. S.O.R. 8.4(i)
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 vide R.C.D S.O.R. 8.4(vi)
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 vide R.C.D S.O.R. 8.4(iii)
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 cm x 60 cm Rectangular vide R.C.D. S.O.R. 8.4(iv)
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) vide R.C.D. S.O.R. 8.35
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.
Jai Maa Ambe Infra Pvt. Ltd.
M/S PUJA ENTERPRISES
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