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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹30.0 LAdmitted-Finance | -25.00% | ₹30.0 L | H1 | Admitted-Finance |
| 2 | H2₹23.3 LAdmitted-Finance | -41.77% | ₹23.3 L | H2 | Admitted-Finance |
| 3 | H3₹22.7 LAdmitted-Finance | -43.38% | ₹22.7 L | H3 | Admitted-Finance |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
19 Jan 2026, 4:00 pmClosed
Executive Engineer PWD Division Gandoh
Executive Engineer PWD Division Gandoh
Permanent restoration of Goilbar Bunecha Road
2026_PWDJK_300299_1
E-NIT 57 of 2025-26
Open Tender
Civil Works
Gandoh
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Gandoh
₹80,000
10 Feb 2026
10 Jan 2026
20 Jan 2026
10 Jan 2026
19 Jan 2026
10 Jan 2026
10 Jan 2026 - 15 Jan 2026
Earth work in bulk excavation by manual means 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 in AKS
Earth work in excavation by manual means 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 Ordinary Rock
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 soi
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:OR
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
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)
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone
Dumping and filling of stone incl cost of stone
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
Carriage of stone from an average distance of 20Km by MT incl. loading unloading complete at site
Carriage of cement from an averege distance of 20Km by MT incl. loading unloading complete
Carriage of Sand and Bajree from an average distance 20Km by MT
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