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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹89.0 LAdmitted-Fee/PreQual/Technical/Finance | -54.62% | ₹89.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.3 Cr+₹44.6 L (50.2%)Admitted-Fee/PreQual/Technical/Finance | -31.85% | ₹1.3 Cr+₹44.6 L (50.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-NIT No not fully mentioned on Treasury Challan, Class of JKDOMS ResgistrationCard not as per NIT, EMD not uploaded, Account No linked with GST disclosure not uploaded |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others- NIT No not fully mentioned on Treasury Challan |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others- NIT No not fully mentioned on Treasury Challan |
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
29 Apr 2026, 4:00 pmClosed
Executive Engineer RnB Division Gurez
Executive Engineer RnB Division Gurez
Construction/Upgradation of Chontiwari Bagtore Road
2026_PWDJK_307553_1
E-NIT No 01 of 2026-27 EE-RnB-Grz-141-47 E-tendering Dated-08-04-2026
Open Tender
Civil Works - Roads
Percentage
720 days
Gurez
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Executive Engineer RnB Division Gurez
₹3.9 L
Superintending Engineer PW RnB Circle Bandipora
4 May 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
9 Apr 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 |
|---|---|---|---|---|---|
| 1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. | |||||
| 1.01 | Ordinary rock | - | Cum | - | - |
| 2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed be Engineer-in-Charge. Hard Rock | |||||
| 3Filling available excavated earth in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | |||||
| 4RBM Supply, stacking and laying of Naturally occurring gravel close graded River Bed Material (RBM)/Nallah Muck/GSB including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from nearest source to site of work complete Job. Finished work to be measured. | |||||
| 5WBM Grade-II Supplying, stacking , laying , spreading and compacting of Graded stone agg. of (63mm to 45mm size) WBM GII in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13.2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job. | |||||
| 6B/R Wall Earth work in excavation by mechanical means 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. | |||||
| 7Providing and laying dry Stone Soling duly hand packed and leveled. Including ramming, loading, unloading, carriage all complete job. | |||||
| 8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 aggregate 40mm nominal) using Nallah aggregates. Incl.carriage complete job. | |||||
| 9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: in 1:3:6 (1 Cement : 3 coarse sand : 6 aggregate 40 mm nominal size ) using Nallah aggregates. . Incl.carriage complete job. | |||||
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