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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Finance 1637 AMIT KUMAR PINJORE VISHAVKARMA COLONY PINJORE PANCHKULA HARYANA 134102 | PANCHKULA | HARYANA | 134102 | -1.10% | ₹6.9 L | L1 | Admitted-Finance |
| 2 | L2₹6.9 LAdmitted-Finance | -0.90% | ₹6.9 L | L2 | Admitted-Finance |
| 3 | L3₹7.0 LAdmitted-Finance | -0.50% | ₹7.0 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical unsatisfactory |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical unsatisfactory |
Tender Value
₹7 L
EMD Value
₹14,000
Closing Date
16 Dec 2025, 5:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
Sundla to Chunera
2025_JKRRD_145854_2
EEPMGSYKUA14OF2025 26 08.12.2025
Open Tender
CIVIL
Sundla to Chunera
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
₹14,000
PMGSY DIVISION KATHUA
8 Jan 2026
9 Dec 2025
17 Dec 2025
9 Dec 2025
16 Dec 2025
9 Dec 2025
10 Dec 2025
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. in 80%All kinds of soil.20% ordinory rock,
Back filling with behind Crates ,abutment, wing wall, R/wall etc. as per technical specification
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 diameter3.0mm,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.
Carriage of materials by M.T. from source to site of work incl. loading/unloading complete.c) Carriage of boulders/stone for an avg lead of 09 km
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