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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Accepted-Technical AT NORTH LAKHIBAG JANKPUR MANPUR DIST GAYA | JEHANABAD | BIHAR | 804403 | Accepted-Technical Accepted |
| 5 | Accepted-Technical 1 BARNAGAR BARNAGAR PAOTA JAIPUR RAJASTHAN 303106 | JAIPUR | RAJASTHAN | 303106 | Accepted-Technical Accepted |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
15 Jun 2026, 4:00 pmClosed
Er Tilak Raj Rajwal
Executive Engineer PMGSY Division Marwah
Permanent Restoration of road from Ikhala Block Boundary Kishtwar to Lopara
2026_JKRRD_148169_1
e-NIT No.05 of 2026-27 dated 05-06-2026
Open Tender
Civil Works - Roads
Percentage
90 days
Dachhan
Permanent Restoration of road from Ikhala Block Boundary Kishtwar to Lopara
2 documents required · 2 mandatory
₹1,500
Executive Engineer PMGSY Division Marwah
₹2.6 L
15 Jul 2026
5 Jun 2026
16 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 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 | 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: Hard Rock (Requiring Blasting ) | 70.1 | cum | 810.85 | ₹56,840.59 |
| 2 | 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: Hard Rock (All kinds of soil) | 323.62 | cum | 256.85 | ₹83,121.8 |
| 3 | 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: Hard Rock (Ordinary rock) | 215.75 | cum | 493.5 | ₹1,06,472.63 |
| 4 | Earth 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. Hard Rock (Requiring Blasting ) | 101.6 | cum | 687.1 | ₹69,809.36 |
| 5 | CEMENT CONCRETE (CAST-IN-SITU)
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 | 45.7 | cum | 5,202.9 | ₹2,37,772.53 |
| 6 | CEMENT CONCRETE (CAST-IN-SITU)
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 40 mm nominal size) | 7.26 | cum | 5,673.4 | ₹41,188.88 |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: ( Without bond stone, using Nallah stone) | 554.5 | Sqm | 2,793.8 | ₹15,49,162.1 |
| 8 | RANDOM RUBBLE MASONRY
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: | 831.75 | cum | 5,402.9 | ₹44,93,862.07 |
| 9 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,
buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and
struts upto floor five level including curing but excluding cost of centering shuttering,
finishing and reinforcement. (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 188.75 | cum | 9,395.7 | ₹17,73,438.38 |
| 10 | Hand packed stone filling in Horizantal behind R/walls (including supply) | 713.32 | cum | 937.9 | ₹6,69,022.83 |
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