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Tender Value
₹15.8 Cr
EMD Value
₹31.5 L
Closing Date
20 Aug 2026, 5:00 pm
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 L124-(Link Road) Anji to Panasa Road Km 4th to Mandlaian, Package No. JK20-4156, PMGSY-IV, Batch-I of 2025-26, Block-Reasi, District Reasi Length-6.000 Kms.
2026_JKRRD_148858_1
JK204156
Open Tender
Civil Works - Roads
Percentage
480 days
Reasi
Please refer Tender documents.
8 documents required · 8 mandatory
₹20,000
₹31.5 L
Chief Engineer PMGSY JKRRDA Jammu
31 Jul 2026
31 Jul 2026
22 Aug 2026
31 Jul 2026
20 Aug 2026
4 Aug 2026
1 Aug 2026 - 3 Aug 2026
3 Aug 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 | Earth Work in Hilly Roads: Excavation in all kinds of soil, Soft Rock & Hard Rock by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with a lift of 1.50 mtr and 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 | - | Cum | 222.42 | - |
| 2 | Construction of embankment with approved material available 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 including all leads, lifts and carriages of materials by MT complete. | - | Cum | 77.14 | - |
| 3 | Compacting original ground Supporting Sub Grade by loosening of the ground upto the 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 | - | Cum | 71.19 | - |
| 4 | Construction of granular sub-base by providing well graded material 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 For Grading –I Material | 1 | Cum | 1,741.66 | ₹1,741.49 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM) 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. by Mechanical Means | 0.76 | Cum | 1,875.84 | ₹1,425.64 |
| 6 | 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) | - | Sqm | 82.43 | - |
| 7 | Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including all leads, lifts, carriages of materials by MT, loading and unloading complete. | 23,532.81 | Sqm | 15.32 | ₹3,60,522.69 |
| 8 | Providing & laying 50 mm thick bituminous macadam wearing coat with Hot mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compaction as per Technical Specifications Clause 504 including all leads, lifts, carriages of materials by MT loading and un-loading complete. | 1,176.64 | Cum | 8,128.12 | ₹95,63,875.99 |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat of either Type-A or Type-B or Type-C as per technical specification clause 508 including lead, lifts, carriages of materials by MT. loading and unloading complete. By Mechanical Means : Bitumen (S-90) | 23,532.81 | Sqm | 165.06 | ₹38,84,326.03 |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including all lead, lifts, carriages of materials by MT, loading and unloading complete. By Mechanical Means : Bitumen (S-90) | 23,532.81 | Sqm | 63.39 | ₹14,91,744.98 |
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