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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹96.6 LAdmitted-Fee/PreQual/Technical/Finance | -18.33% | ₹96.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.0 Cr+₹5.2 L (5.39%)Admitted-Fee/PreQual/Technical/Finance | -13.93% | ₹1.0 Cr+₹5.2 L (5.39%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.1 Cr+₹10.6 L (10.9%)Admitted-Fee/PreQual/Technical/Finance | -9.39% | ₹1.1 Cr+₹10.6 L (10.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.1 Cr+₹12.4 L (12.9%)Admitted-Fee/PreQual/Technical/Finance | -7.81% | ₹1.1 Cr+₹12.4 L (12.9%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.1 Cr+₹15.7 L (16.2%)Admitted-Fee/PreQual/Technical/Finance R O CHECKPORA CHADOORA BUDGAM | BUDGAM | JAMMU AND KASHMIR | 190007 | -5.10% | ₹1.1 Cr+₹15.7 L (16.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
6 Aug 2026, 4:00 pmClosed
AS PER THE NIT
AS PER NIT
Development of Srinagar Charie- Sharief Road from Natipora to Chanapora Bridge at Bypass (Km 3rd to 5th).
2026_PWDJK_318542_1
NIT NO 56/RNB/RAJ OF 2026-27 DATED 29/07/2026
Open Tender
Civil Works
Percentage
10 days
SRINAGAR
AS PER NIT
2 documents required · 2 mandatory
₹2,600
Yes
AS PER NIT
₹2.8 L
Yes
8 Aug 2026
29 Jul 2026
7 Aug 2026
30 Jul 2026
6 Aug 2026
30 Jul 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 | 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). | 3,456 | Sqm | - | - |
| 2 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 4,480 | Sqm | - | - |
| 3 | Providing and laying Khak Bajri/ RBM including leveling, watering an incl. royality consolidation with power road roller of 8 to 12 tonne capacity to required gradient and camber, all carriage complete. | 672 | Cum | - | - |
| 4 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 672 | Cum | - | - |
| 5 | Supply and stacking of graded stone agg. at site of size range 63-45mm Grade IInd with stone screening /chipping 13.20mm size nominal size type A stone dust moorum (khak bajri) at site including all carriage and laying water bound macdam with specified stone agg. stone screenings and binding material incl.Screening sorting, spreading to template and consolidation with PRR with 8-10 tonne capacity etc complete.including cost and carraige of material involved complete job. | 336 | Cum | - | - |
| 6 | Providing, laying, spreading of 75mm thick compacted wet mix macadam on prepared sub grade/sub-base with crushed quarry stone agg. of specified grading as per IRC/ MOST/MORTH specifications incl. mixed crushed material with predetermined quantity of water in accordance with specifications to form dense mass laying in uniform layers with paver in sub-base/base coarse on well prepared surface rolled with vibratory roller of 8/10 tonne capacity, speed of which should not exceed 5km/hour for each layer, rolling should continue till 98% density is achieved to approved grade & cross section the mixing is to be prepared in approved mechanical mixing plant of suitable capacity & carriage of mixed material by tipper upto site of work complete incl. cost & carriage of all material upto site of work. | 315 | Cum | - | - |
| 7Providing 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. | |||||
| 7.1 | On WBM surface @ 0.75 Kg/Sqm | 4,200 | Sqm | - | - |
| 7.2 | On BT surface @ 0.50 Kg/Sqm | 4,320 | Sqm | - | - |
| 8 | 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. | 426 | Cum | - | - |
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