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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹81.0 LAdmitted-Finance | -3.79% | ₹81.0 L | L1 | Admitted-Finance |
Tender Value
₹84.2 L
EMD Value
₹3.0 L
Closing Date
15 May 2026, 4:00 pmClosed
Executive Engineer PMGSY Rajouri
Office of the Executive Engineer PMGSY Division Rajouri Near DC office Rajouri
Restoration Of Road Surface under maintenance by construction of protection work and P/L OF GSB, WBM, AND 20 MM THICK OGPC over 50MM THICK BM IN Stretches and Patches ON PATHANMORA TO PALLULIAN ROAD . PKG NO JK12-350 LENGTH 24.00 KMS. Rajouri
2026_JKRRD_147551_1
EE/PMGSY/R/13 OF 2026-27 Dated 08.05.2026
Open Tender
Civil Works - Roads
90 days
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Executive Engineer PMGSY Rajouri
₹3.0 L
Executive Engineer PMGSY Rajouri
25 May 2026
9 May 2026
16 May 2026
9 May 2026
15 May 2026
9 May 2026
13 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN 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.
. By Mechanical Means Bitumen (S-90) | 12,945 | Sqm | 203.6 | ₹26,35,602 | BI01010001010000000000000515BI0100001113 |
| 2 | 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. By Mechanical Means Bitumen (S-90) | 139.5 | cum | 10,466.76 | ₹14,60,113.02 | BI01010001010000000000000515BI0100001114 |
| 3 | 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.By Mechanical Means | 233 | Cum | 2,795.31 | ₹6,51,307.23 | BI01010001010000000000000515BI0100001115 |
| 4 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 | 140 | Cum | 2,697.92 | ₹3,77,708.8 | BI01010001010000000000000515BI0100001116 |
| 5 | 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete asper Technical Specification Clause 402 | 233 | Cum | 2,339.59 | ₹5,45,124.47 | BI01010001010000000000000515BI0100001117 |
| 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 (Low porosity) | 12,945 | sqm | 97.66 | ₹12,64,208.7 | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Bitumen (S-90) | 12,945 | sqm | 78.86 | ₹10,20,842.7 | BI01010001010000000000000515BI0100001119 |
| 8 | Clearance of Drain including disposal of surplus exacavated mulba lead as directed by Engineer-in-Charge without damaging public and private property. | 1,091.7 | Cum | 181.9 | ₹1,98,580.23 | BI01010001010000000000000515BI0100001120 |
| 9 | 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 (Low porosity) | 1,860 | Sqm | 23 | ₹42,780 | - |
| 10 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 525 | Cum | 431.87 | ₹2,26,731.75 | BI01010001010000000000000515BI0100001125 |
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