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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Finance | -45.40% | ₹4.2 L | L1 | Admitted-Finance |
| 2 | L2₹4.4 LAdmitted-Finance 1 BARNAGAR BARNAGAR PAOTA JAIPUR RAJASTHAN 303106 UDYAM RJ 21 0039774 | JAIPUR | RAJASTHAN | 303106 | -42.30% | ₹4.4 L | L2 | Admitted-Finance |
| 3 | L3₹4.6 LAdmitted-Finance | -39.00% | ₹4.6 L | L3 | Admitted-Finance |
| 4 | L4₹4.8 LAdmitted-Finance | -36.90% | ₹4.8 L | L4 | Admitted-Finance |
| 5 | L5₹4.8 LAdmitted-Finance | -36.70% | ₹4.8 L | L5 | Admitted-Finance |
Tender Value
₹8.0 L
EMD Value
₹15,940
Closing Date
13 Apr 2026, 6:00 pmClosed
Executive Engineer
PMGSY Division Marwah
Permanent Restoration of Road Inshan to Basmina
2026_JKRRD_147158_3
E NIT No 09 PMGSY MARWAH dated 31-03-2026
Open Tender
CIVIL
30 days
Marwah
Permanent Restoration of Road Inshan to Basmina
2 documents required · 2 mandatory
₹600
Executive Engineer
₹15,940
7 May 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 |
|---|---|---|---|---|---|
Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. | - | cum | - | - | |
Slip Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m. | - | cum | - | - | |
Slip Clearance In soils; mixed with Decomposed Rocks; by blasting or any other means | - | 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: 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 cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering
and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | 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, as per drawing, all complete as per direction of
Engineer-in-charge. | - | cum | - | - | |
Carriage of Stone at an average distance of 02km by MT | - | cum | - | - | |
Carriage of Stone aggregate at an average distance of 10km by MT | - | cum | - | - | |
Carriage of Sand at an average distance of 10km by MT | - | cum | - | - |
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