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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Fee/PreQual/Technical/Finance AT C O SHIV SHANKAR RAY KUNDU BANGLOW MADHUPUR DEOGHAR JHARKHAND 815353 | DEOGHAR | JHARKHAND | 815353 | -11.17% | ₹1.6 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.7 Cr+₹11.4 L (7.16%)Admitted-Fee/PreQual/Technical/Finance C O RAVISHANKAR KUMAR PURANDAHA MOHALLA NEAR SUDHIR HOSPITAL DEOGHAR | DEOGHAR | JHARKHAND | 814112 | -4.81% | ₹1.7 Cr+₹11.4 L (7.16%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
3 Aug 2026, 12:00 pmClosed
Executive Engineer, R.C.D., Road Division, Deoghar
O/O Executive Engineer, R.C.D., Road Division, Deoghar
Ordinary Repair in different Chainages of Km 5th(p), 6th(p), 7th(p), 8th(p),9th(p), 10th(p) an Special Repair in Km 1st(p), 2nd(p), 3rd(p), 4th(p) and Other Works in Lalgarh to Baskupi Road (Length - 9.728Km.) Under Non Plan Head for the Year 26-27
2026_CECOM_116349_1
RCD/DEOGHAR/1254/2026-27 (1st Call)
Open Tender
Civil Works
Percentage
60 days
Lalgarh to Baskupi Road
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.6 L
5 Aug 2026
21 Jul 2026
5 Aug 2026
21 Jul 2026
3 Aug 2026
21 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 | 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. | - | Hect. | 88,499.5 | - |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately.(A)Bituminous Course. | 1 | Cum | 234 | ₹233.77 |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1 | Cum | 2,316.5 | ₹2,314.18 |
| 4 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 1 | Sqm | 80.95 | ₹80.87 |
| 5 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Granular Surface | - | Sqm | 15.83 | - |
| 6 | 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. | 1 | Cum | 10,063.81 | ₹10,053.75 |
| 7 | 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 | 12.79 | - |
| 8 | 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. | - | Cum | 11,514.57 | - |
| 9 | 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 | 584.3 | - |
| 10 | 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.
60cm x 45cm Rectangular. | - | Each | 5,312 | - |
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