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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹64.2 LAdmitted-Fee/PreQual/Technical/Finance | -30.33% | ₹64.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹68.3 L+₹4.1 L (6.39%)Admitted-Fee/PreQual/Technical/Finance | -25.88% | ₹68.3 L+₹4.1 L (6.39%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹70.5 L+₹6.3 L (9.80%)Admitted-Fee/PreQual/Technical/Finance | -23.50% | ₹70.5 L+₹6.3 L (9.80%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹72.2 L+₹8.0 L (12.4%)Admitted-Fee/PreQual/Technical/Finance 245 MOHD YOUNIS BHAT MALIKPORA PULWAMA MALIKPORA PULWAMA JAMMU KASHMIR 192301 | PULWAMA | JAMMU AND KASHMIR | 192301 | -21.66% | ₹72.2 L+₹8.0 L (12.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹82.9 L+₹18.7 L (29.2%)Admitted-Fee/PreQual/Technical/Finance | -10.00% | ₹82.9 L+₹18.7 L (29.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹92.2 L
EMD Value
₹1.8 L
Closing Date
21 Aug 2026, 4:00 pmClosed
Executive Engineer rnb division Awantipora
Executive Engineer rnb division Awantipora
Development/Upgradation of IR Khandaypora Nowgam, Shaltokna, Renzipora and Wakherwan Hathkul road.
2026_PWDJK_320144_2
84/EEA/RNB of 2026-27/4533-43 Dated 08-08-2026
Open Tender
Civil Works
Percentage
120 days
Awantipora
AS PER NIT
5 documents required · 5 mandatory
₹1,600
JK Bank Account Bearing No 0470010200000099
₹1.8 L
3 Sept 2026
8 Aug 2026
22 Aug 2026
8 Aug 2026
21 Aug 2026
9 Aug 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 | Engagement of Hydraulic Excavator for site clearance, Removal of Loose Material,/Dumped material and Encrochment, curve development, Removl of Tree Trunks including the disposal of materials by MT as per the directions. | - | Hour | - | - |
| 2 | Supply and filling of RBM/Quarry material of specified and required size as directed including dressing, ramming watering and compacting with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete. | - | cum | - | - |
| 3 | Supplying and stacking of graded stone aggregate at site of size 63-45mm size, (quarry Woyen), stone screenings, chippings, 13.2mm nominal size (Type-A) & moorum (stone dust) including Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including carriage of all material involved with loading unloading and stacking complete all as directed by Engineer-Incharge. | 1 | cum | - | - |
| 4 | Construction of R-Wall | - | - | - | - |
| 5 | 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 : | - | cum | - | - |
| 6 | Providing & Laying of stone soling (dully hand packed)including watering dressing and ramming with all carriages loading un-loading and stacking etc complete | - | Cum | - | - |
| 7 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | 1 | - |
| 8 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 9 | Centring and shuttering incld. Strutting, proping etc & removal of form work for Founadtions, footings, bases of columns for mass concrete | - | Sqm | - | - |
| 10 | Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications | - | RM | - | - |
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