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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹30.4 L+₹7,240.19 (0.24%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹38.8 L
EMD Value
₹77,660
Closing Date
21 Sept 2026, 3:00 pmClosed
AS PER THE NIT
AS PER THE NIT
Macadamization of I.G Road in patches/stretches including allied link roads from Jahangir chowk upto Rambagh Bridge ( RD0 to RD 2600Mtrs).
2026_PWDJK_324648_1
NIT NO 80/RNB/RAJ OF 2026-27 DATED 14.09.2026
Open Tender
Civil Works
Percentage
20 days
SRINAGAR
AS PER THE NIT
2 documents required · 2 mandatory
₹1,100
Yes
AS PER THE NIT
₹77,660
Yes
25 Sept 2026
14 Sept 2026
21 Sept 2026
15 Sept 2026
21 Sept 2026
15 Sept 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 | Dismantling of flexible pavement (bituminous courses) by mechanical
means and disposal of dismantled material upto a lead of 1 kilometer, as
per direction of Engineer-in-charge. | 262.4 | Sqm | - | - |
| 2 | Scarifying the existing bituminous road surface to a depth of 50mm and
disposal of scarified material within all lifts and lead upto 1 km (by
mechanical means). | 218.66 | Sqm | - | - |
| 3Providing and applying tack coat using hot straight run bitumen of VG-10 grade incl. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface to remove all dirt, dust, mud etc. & finally brooming the surface as per required specification incl. cost & carriage of bitumen. | |||||
| 3.01 | On bitumen surface @ 0.50 Kg/sqm. | 4,373.25 | Sqm | - | - |
| 4 | Providing & laying 50mm thick compacted premix bituminous macadam base course with stone aggregate of quality size & grading as specified in MOST/MORTH specification & straight run bitumen of VG-10 grade @ 3.50% by weight of total mix incl. hot mixing stone aggregate & bitumen in hot mix plant, transporting & laying mixed material with paver finisher to the reqd. level & grade, rolling with road roller of 8 to 10 tonne capacity to achieve the reqd. compaction & density incl. cost & carriage of all materials involved from source upto site of work complete incl. cost & carriage of bitumen. | 10.93 | Cum | - | - |
| 5 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. | 262.4 | Sqm | - | - |
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