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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Fee/PreQual/Technical/Finance | -20.00% | ₹1.9 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.1 Cr+₹23.8 L (12.5%)Admitted-Fee/PreQual/Technical/Finance | -10.00% | ₹2.1 Cr+₹23.8 L (12.5%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.2 Cr+₹31.8 L (16.7%)Admitted-Fee/PreQual/Technical/Finance BALAJI MAJESTIC ROOM NO 3 MITHU ROAD BANK MORE DHANBAD JHARKHAND 856001 | 856001 | -6.61% | ₹2.2 Cr+₹31.8 L (16.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.3 Cr+₹35.4 L (18.6%)Admitted-Fee/PreQual/Technical/Finance C O RAVISHANKAR KUMAR PURANDAHA MOHALLA NEAR SUDHIR HOSPITAL DEOGHAR | DEOGHAR | JHARKHAND | 814112 | -5.11% | ₹2.3 Cr+₹35.4 L (18.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
5 Aug 2026, 12:00 pmClosed
EE, RCD, ROAD DIVISION, DHANBAD
EE, RCD, ROAD DIVISION, DHANBAD
IRQP Work in Bank More to Joraphatak Road (Total Length -1.90 Km) Under Plan Head For The Year 2026-27.
2026_CECOM_116125_1
RCD/DHANBAD/1137/2026-27 (1st Call)
Open Tender
Civil Works - Roads
Percentage
90 days
DHANBAD
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹4.8 L
7 Aug 2026
15 Jul 2026
7 Aug 2026
15 Jul 2026
5 Aug 2026
15 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.. | - | Sqm | 1 | - |
| 2 | Dense Bituminous Macadam (Providing and laying Dense graded bituminous macadam with high capacity batch type HMP USING crushed aggregate of specified grading premixed with bituminous binder @ 4.5 % by weight of total mix and filler plant , transported to site, laid over a previously prepared surface with paver finisher with sensor to the required grade, level and alignment and rolling with smooth wheeled,vibratory and tandem roller as per clauses 505 and MORT&H Specification to achieve the desired compaction)with VG-30 packed bitumen. Grading-II(10 mm nominal size) | 1 | Cum | 1 | ₹1 |
| 3 | 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 packed VG30 Bitumen. Grading-II(10 mm nominal size) | 0.2 | Cum | - | - |
| 4 | Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications | - | Cum | - | - |
| 5 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications | - | Sqm | - | - |
| 6 | 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) | - | Sqm | 1 | - |
| 7 | 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.) | - | Sqm | 1 | - |
| 8 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) | - | Each | - | - |
| 9 | 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)
a) Rectangular 80 cm x 60 cm | - | Each | - | - |
| 10 | 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 | - | Each | - | - |
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