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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance KOKAR RANCHI | ₹1.8 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.9 CrAccepted-Finance LAKSHMAN CONSTRUCTION C 2 THANA KANKE RANCHI 834006 JHARKHAND | RANCHI | RANCHI | JHARKHAND | 834006 | ₹1.9 Cr | L2 | Accepted-Finance L2 |
| 3 | L3₹2.0 CrAccepted-Finance | ₹2.0 Cr | L3 | Accepted-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
8 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER RRDA
RRDA RANCHI
Construction Of Bituminious Road From Hotwar Jail to Imli Tree Via Sunil Genral Store at New Khatanga Under RRDA Ranchi
2026_UDD_113282_1
RRDA/EE/2026/546
Open Tender
Civil Works
180 days
RANCHI
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.3 L
26 May 2026
24 Apr 2026
11 May 2026
24 Apr 2026
8 May 2026
24 Apr 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. | 0.27 | Hec | 19,760.3 | ₹5,295.76 |
| 2 | 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 | - | M3 | - | - |
| 3 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. | - | M3 | - | - |
| 4 | Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with motor grader on prepared surface and compacting with | 3,119 | M3 | - | - |
| 5 | Wet Mix Macadam (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 | 560 | M2 | - | - |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaing of road surface and spraying primer at rate of 0.7kg/sqm using mechanical means as per technical psecifcation clause 502 | 9,797.5 | M2 | - | - |
| 7 | (i) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause | 9,797.5 | M2 | 12.6 | ₹1,23,448.5 |
| 8 | 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 modified graded bitumen. | 531.85 | M3 | 7,319.2 | ₹38,92,716.52 |
| 9 | (i) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause | 10,637 | M2 | 12.6 | ₹1,34,026.2 |
| 10 | 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 | 391.9 | M3 | 10,350 | ₹40,56,165 |
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