Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹74.7 LAdmitted-Finance | -31.13% | ₹74.7 L | H1 | Admitted-Finance |
| 2 | H2₹74.4 LAdmitted-Finance | -31.37% | ₹74.4 L | H2 | Admitted-Finance |
| 3 | H3₹73.8 LAdmitted-Finance | -31.97% | ₹73.8 L | H3 | Admitted-Finance |
| 4 | H4₹69.9 LAdmitted-Finance | -35.56% | ₹69.9 L | H4 | Admitted-Finance |
| 5 | H5₹68.7 LAdmitted-Finance | -36.63% | ₹68.7 L | H5 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
30 Jan 2026, 4:00 pmClosed
Executive Emgineer PWD NDivision Gandoh
Executive Emgineer PWD NDivision Gandoh
Construction of Link Road to Ward No. 04, Munshi Mohallah Soti Panchayat Dudwar (Balance Work)
2026_PWDJK_300678_1
E-NIT 59 of 2025-26
Open Tender
Civil Works
Gandoh
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Emgineer PWD NDivision Gandoh
₹2.2 L
5 Feb 2026
15 Jan 2026
31 Jan 2026
15 Jan 2026
30 Jan 2026
15 Jan 2026
15 Jan 2026 - 29 Jan 2026
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 in All kinds of soil :
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 in Hard Rock (Blasting prohibited)
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 in Ordinary Rock
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. in All kinds of soil in AKS
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. in HR Blasting prohibited
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. in Ordinary Rock
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone
Dumping and filling of stone in horizontal level including cost of stones
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)
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)
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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size
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)
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms
Centering and shuttering including strutting, propping etc. and removal of form for edges of slabs and breaks in floors and walls Above 20 cm wide
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate
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 3.0 mm, 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
Hand packing of stone in wire crates including cost of stones
Providing and laying non-pressure of specified class R.C.C. pipe including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete 900 mm dia. R.C.C. Pipe
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars
Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)
Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm
12mm Cement plaster finished with a floating coat of neat cement of mix 1 : 4 ( 1 cement : 4 fine sand)
Carriage of Bajree above 40mm from an average distance of 5Km by MT
Carriage of 900mm dia Hume Pipe from an average distance of 240Km by MT
Carriage of sand and Bajree freom an average distane of 5Km by MT
Carriage of Stone from an average distance of 5Km by MT
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.42 MB
BOQ_975383.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid