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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.5 LAccepted-AOC VILLAGE MARI REASI DISTT REASI | REASI | REASI | JAMMU KASHMIR | ₹64.5 L | L1 | Accepted-AOC L1 MOHD AYUB BHAT |
| 2 | L2₹64.8 LRejected-Finance VILLAGE CHAK MATHYANI TEHSIL TARYATH DISTRICT RAJOURI J K UT | RAJOURI | JAMMU AND KASHMIR | ₹64.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹68.4 LRejected-Finance 1 BARNAGAR BARNAGAR PAOTA JAIPUR RAJASTHAN 303106 UDYAM RJ 21 0039774 | JAIPUR | RAJASTHAN | 303106 | ₹68.4 L | L3 | Rejected-Finance L3 |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
2 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Reasi
Room No 302 Block 2 Executive Engineer PMGSY Division Reasi
Permanent Restoration of road from L037-Pouni to Thorni, JK14-437, Length-6.00 Kms
2026_JKRRD_147315_7
PMGSY/R/05 of 2026-27 (1st call)
Open Tender
Civil Works - Roads
150 days
Pouni
PLEASE REFER TENDER DOCUEMENTS
7 documents required · 7 mandatory
₹2,600
₹2.0 L
Yes
Executive Engineer PMGSY Division Reasi
18 May 2026
20 Apr 2026
4 May 2026
21 Apr 2026
2 May 2026
21 Apr 2026
23 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 |
|---|---|---|---|---|---|
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 | - | - | |
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) incl. all leads and lifts and carriage of material by MT complete. | - | Cum | - | - | |
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) incl. all leads and lifts and carriage of material by MT complete. | - | Cum | - | - | |
Dumping stone including cost of stone in Horizontal on level incl. all leads and lifts and carriage of material by MT complete. | - | Cum | - | - | |
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete. Including all leads and lifts and carriages of materials by MT complete. | - | Sqm | - | - | |
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand). Including all leads and lifts and carriages of materials by MT complete. | - | Cum | - | - | |
Dry random rubble masonry with hard stone in foundation and plinth: 7.3.2 Without bond stone. Including all leads and lifts and carriages of materials by MT complete. | - | Cum | - | - | |
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 11.3.3 50 mm thick with 20mm nominal size stone aggregate. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. | - | Sqm | - | - | |
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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. | - | Cum | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form work for: (a) Foundations, footings, bases for columns | - | Sqm | - | - |
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