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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC | ₹5.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹6.3 CrRejected-Finance | ₹6.3 Cr | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE BIDDER |
Tender Value
₹7.4 Cr
EMD Value
₹14.9 L
Closing Date
13 Jun 2026, 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 L048-(Link Road) Dhar Road KM 80th to Sourth Package No. JK14-4239, PMGSY-IV, Batch-I of 2026-27, Block-Khoon, District Udhampur. Length 3.375 Kms
2026_JKRRD_147861_1
JK144239
Open Tender
Civil Works - Roads
Percentage
330 days
Khoon
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
₹14.9 L
Chief Engineer PMGSY JKRRDA Jammu
25 Aug 2026
23 May 2026
15 Jun 2026
23 May 2026
13 Jun 2026
29 May 2026
25 May 2026 - 26 May 2026
26 May 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 | Earthwork in hill road excavation in ordinary soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with lift upto 1.5 m and lead upto 20m as per technical specifications clauses 1603.1 and 1603.2 | - | CUM | 1 | - |
| 2 | Earthwork in hilly area in ordinary rock not required blasting by mechanical means including cutting and trimming of slopes and disposing of excavated earth with lift upto 1.5 m and lead upto 20m as per technical specifications clauses 1603.1 and 1603.2 | 1 | CUM | - | - |
| 3 | Earthwork in hilly area in hard rock required blasting by mechanical means,with lift upto 1.5 m and lead upto 20m as per technical specifications clauses 1603.1 and 1603.2 | 1 | CUM | 1 | ₹1 |
| 4 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from 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. | 1 | CUM | - | - |
| 5 | Construction of subgrade- Loosening of ground upto level of 300mm below subgrade level, watered,graded and compacted in layers to meet the requirements of Tables 300.1 and 300.2 for subgrade construction as per technical specifications clause 303.5.2 | - | CUM | 1 | - |
| 6 | Granular Sub- Base (GSB grade-lI)- Construction of granual Sub Base by providing well graded material spread in uniform layer with mortor grader or prepared surface,mixing by mixing in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired ,density complete as per tech. specification including all carriages by Mechanical transport,leads and lifts etc complete | - | CUM | 1 | - |
| 7Providing, 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 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) | |||||
| 8 | Providing and appling 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 Specificatin Clause 502 (Low Porosity) Including all carriages by Mechanical Transport, leads and lifts etc. complete. | - | SQM | 1 | - |
| 9Providing and appling 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 and cleaned with Hydraulic broom as per Technical Specification Clause 503. Including all carriages by Mechanical Transport, leads and lifts etc. complete. | |||||
| 10 | 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 carriages by Mechanical transport leads and lifts etc complete job | 1 | CUM | - | - |
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_230769.xls
BOQ • 0.27 MB
02DharRoadKm80thToSourth.pdf
Tender Documents • 1.24 MB
NIT814Corrigendum.pdf
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