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Tender Value
₹27.9 L
EMD Value
₹55,800
Closing Date
13 Apr 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer PMGSY Division Marwah
Permanent Restoration of Road Nowpachi to Deherna upto Hanzal
2026_JKRRD_147158_6
E NIT No 09 PMGSY MARWAH dated 31-03-2026
Open Tender
Civil Works - Roads
Percentage
60 days
Marwah
Permanent Restoration of Road Nowpachi to Deherna upto Hanzal
2 documents required · 2 mandatory
₹600
Executive Engineer
₹55,800
8 Apr 2026
31 Mar 2026
15 Apr 2026
31 Mar 2026
13 Apr 2026
31 Mar 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 | - | - |
| - | 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: Ordinary Rock | - | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| - | Hand packed stone filling in hroizontal level including cost of stone | - | cum | - | - |
| - | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, | - | RMT | - | - |
| - | 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: Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | cum | - | - |
| - | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | - | 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) | - | cum | - | - |
| - | Carriage of Sand at an average distance of 03km by MT | - | cum | - | - |
| - | Carriage of Sand at an average distance of 05km by MT | - | cum | - | - |
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