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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 CrAccepted-AOC H NO 122 AMBIKA VIHAR POONCH HOUSE TALAB TILLO JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | ₹8.7 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹9.7 Cr+₹1.0 Cr (11.8%)Rejected-Finance | ₹9.7 Cr+₹1.0 Cr (11.8%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹10.2 Cr+₹1.5 Cr (17.5%)Rejected-Finance | ₹10.2 Cr+₹1.5 Cr (17.5%) | L3 | Rejected-Finance REJECTED |
| 4 | L3₹10.2 Cr+₹1.5 Cr (17.5%)Rejected-Finance | ₹10.2 Cr+₹1.5 Cr (17.5%) | L3 | Rejected-Finance REJECTED |
| 5 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE BIDDER |
Tender Value
₹14.1 Cr
EMD Value
₹28.2 L
Closing Date
9 Sept 2025, 5:00 pmClosed
Chief Engineer PMGSY (JKRRDA) Jammu
Office of The Chief Engineer PMGSY(JKRRDA) Jammu at 1st Floor, Mechanical Engineering Department (MED) Complex University Road Jammu
Construction and Maintenance of Road from L037-(Link) Bagla to Dudwah Harkhan, Package No. JK04-4007, PMGSY-IV, Batch-I of 2025-26, Block-Dali Udhyanpur, District Doda.(Using Waste Plastic) Length-5.000 Kms
2025_JKRRD_143905_1
JK044007
Open Tender
Civil Works - Roads
Percentage
480 days
Dali Udhyanpur
Please refer Tender documents.
8 documents required · 8 mandatory
₹20,000
₹28.2 L
Office of The Chief Engineer PMGSY (JKRRDA) Jammu
24 Oct 2025
11 Aug 2025
11 Sept 2025
11 Aug 2025
9 Sept 2025
14 Aug 2025
13 Aug 2025 - 14 Aug 2025
13 Aug 2025
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 | Earth Work in Hilly Roads: Excavation in soil in Hilly Area by mechanical means including cutting
and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property (As per Technical specification clause 1603.1. and 1603.2) including all leads, lifts and carriages of materials by MT complete | 85,850 | Cum | 302.07 | ₹2,59,32,709.5 |
| 2 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,300 | Cum | 77.14 | ₹1,77,422 |
| 3 | Berm Filling: Construction of earthen shoulders using approved material deposited at site from roadway cutting and excavation from drains and foundations of other structures, properly graded and compacted to meet the requirements of Tables 300.1 and 300.2, as per Technical Specification Clause 301.5 including all lead, lifts, carriages of materials by MT loading and unloading complete. | 5,118.75 | Cum | 77.14 | ₹3,94,860.38 |
| 4 | Compacting original ground Supporting Sub Grade by Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 4,970 | Cum | 71.19 | ₹3,53,814.3 |
| 5 | Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including all leads , lifts, carriages of materials by MT, loading and Un-loading complete for Grading-I material. | 6,989.18 | Cum | 1,936.25 | ₹1,35,32,799.78 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 1,635.11 | Cum | 2,315.51 | ₹37,86,113.56 |
| 7 | Providing and applying Primer Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including all leads, lifts, carriages of materials by MT, loading and unloading complete. (Low Porosity) | 20,804.26 | Sqm | 82.7 | ₹17,20,512.3 |
| 8 | Providing and applying Tack Coat Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specifications clause 503 including all leads, lifts, carriages of materials by MT, loading and unloading complete. | 20,856.76 | Sqm | 18.41 | ₹3,83,972.95 |
| 9 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. including all leads, lifts, carriages of materials by MT loading and un-loading complete. | 1,042.84 | Cum | 8,225.46 | ₹85,77,838.71 |
| 10 | Providing and laying Bituminous concrete (30mm thickness) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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. 507 complete in all respects(including seal coat) | 625.7 | Cum | 11,325.32 | ₹70,86,252.72 |
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