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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Fee/PreQual/Technical/Finance | -7.79% | ₹1.3 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.4 Cr+₹3.0 L (2.27%)Admitted-Fee/PreQual/Technical/Finance | -5.70% | ₹1.4 Cr+₹3.0 L (2.27%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.4 Cr+₹11.3 L (8.44%)Admitted-Fee/PreQual/Technical/Finance | -0.01% | ₹1.4 Cr+₹11.3 L (8.44%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.7 Cr+₹40.2 L (30.1%)Admitted-Fee/PreQual/Technical/Finance | +20.00% | ₹1.7 Cr+₹40.2 L (30.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
6 May 2026, 4:00 pmClosed
Executive Engineer RnB Division Kulgam
Executive Engineer RnB Division Kulgam
Restoration of Chawalgam to Sumo Stand Byepass Via Bregpark
2026_PWDJK_308373_1
04/2026-27/RnB/Kul/657-67 d a t e d 21-04-2026
Open Tender
Civil Works
Percentage
120 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Yes
MH 0059
₹3.4 L
13 May 2026
22 Apr 2026
7 May 2026
22 Apr 2026
6 May 2026
22 Apr 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 | Engegement of JCB for clearance of site , dressing levelling . dismantaling and disposal of excavated /dismantled material as per the directions of Engineer Incharge | - | Hours | - | - |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) incld: all carriage | - | Cum | - | - |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | - | Sqm | - | - |
| 5 | Providing and applying of water proof colour of approved brand and quality incld: cement water proof paint of two or more coats till proper shape is achieved all complete job | - | Sqm | - | - |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :(Kacha Drain) | - | Cum | - | - |
| 7 | 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). | - | Sqm | - | - |
| 8 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen,spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification etc. on B.T @ 0.50kg/Sqm including all carriages | - | Sqm | - | - |
| 9 | Providing and laying 50mm thick bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer in charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete. | - | cum | - | - |
| 10 | Providing and laying 40mm thick compacted Dense Graded Bituminous Macadam 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 as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 40mm compacted thickness with bitumen of grade VG-10 @5.5% (percentage by weight of total mix) and lime filler , cement @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. as per directions of Engineer Incharge | - | Cum | - | - |
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