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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.8 CrAccepted-AOC AT CHAPARIA PO KOIRIDIH PS JASIDIH DIST DEOGHAR JHARKHAND PIN 814153 | GODDA | JHARKHAND | 814153 | ₹17.8 Cr Quoted ₹17.9 Cr | L-1 | Accepted-AOC Work Awarded to Manoj Kumar Singh Deoghar |
| 2 | L-2₹18.2 CrRejected-Finance | ₹18.2 Cr | L-2 | Rejected-Finance . |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | MANOJ KUMAR SINGH L1 | LEADING CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing road land-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.(i)By Manual means:-A-In area of light jungle | 4.8 | Hectare | 90,526.24 ₹4.3 L | 85,000 ₹4.1 L |
| 2.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m | 900 | M³ | 64.11 ₹57,699 | 100 ₹90,000 |
| 3.00 | Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting Construction of Embankment with Material Deposited from Roadway 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 300-2. | 800 | M³ | 63.58 ₹50,864 | 150 ₹1.2 L |
| 4.00 | Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits 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. | 2,400 | M³ | 133.48 ₹3.2 L | 170 ₹4.1 L |
| 5.00 | Granular Sub-Base with Graded Material (Table:- 400-1), By Mix in Place Method,Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-V Material | 4,569 | M³ | 1,851.74 ₹84.6 L | 1,800 ₹82.2 L |
| 6.00 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsPCC Grade M25 using batching plant, transit mixer & concrete pump | 12.6 | M³ | 5,271.46 ₹66,420.40 | 5,300 ₹66,780 |
| 7.00 | Tack Coat on Bituminous surfaces,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 surface cleaned with mechanical broom. | 3,24,862.88 | M² | 13.31 ₹43.2 L | 14 ₹45.5 L |
| 8.00 | Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen,Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total 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 MORT&H specification clause no. 505 complete in all respects. | 8,375.7 | M³ | 9,153.9 ₹7.7 Cr | 9,500 ₹8.0 Cr |
| 9.00 | Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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 MORT&H specification clause no. 507 complete in all respects. | 4,852.88 | M³ | 10,432.92 ₹5.1 Cr | 10,500 ₹5.1 Cr |
| 10.00 | 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.) | 5,968.5 | M² | 600.37 ₹35.8 L | 500 ₹29.8 L |
Tender Value
₹17.4 Cr
EMD Value
₹17.4 L
Closing Date
18 Dec 2024, 2:00 pmClosed
Executive Engineer R.C.D Road Division, Jamshedpur
Executive Engineer R.C.D Road Division, Jamshedpur
IRQP work of Jamshedpur-Hata SH-06 Road . L-18.545 KM .FY-2023-24.
2024_CECOM_96289_1
RCD/JAMSHEDPUR- 2201/2024-25
Open Tender
Civil Works
180 days
Jamshedpur-Hata
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹17.4 L
Yes
2 Jan 2026
4 Dec 2024
19 Dec 2024
4 Dec 2024
18 Dec 2024
4 Dec 2024
Amount
Clearing and Grubbing road land-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.(i)By Manual means:-A-In area of light jungle
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m
Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting Construction of Embankment with Material Deposited from Roadway 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 300-2.
Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits 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.
Granular Sub-Base with Graded Material (Table:- 400-1), By Mix in Place Method,Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-V Material
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsPCC Grade M25 using batching plant, transit mixer & concrete pump
Tack Coat on Bituminous surfaces,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 surface cleaned with mechanical broom.
Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen,Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total 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 MORT&H specification clause no. 505 complete in all respects.
Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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 MORT&H specification clause no. 507 complete in all respects.
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, 90 cm equilateral triangle,Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
Retro-Reflectorised Traffic Signs, 60 cm circular,Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
Retro-Reflectorised Traffic Signs, 80 cm x 60 cm rectangular,Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
direction and place identification retro-reflectorised sign,Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ( Ordinary KM Stone )
Sand Filling in Foundation Trenches as per Drawing and Technical Specification
Paver Block Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction of approved size, design and shape, laid in required colour and pattern over bed as per relevent IRC -code filling the joints with fine sand etc, all complete job as per direction of engineer -in- charge.
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LEADING CONSTRUCTION (BID ID -639800)
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