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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.2 LAdmitted-Finance | -28.01% | ₹17.2 L | L1 | Admitted-Finance |
| 2 | L2₹22.3 LAdmitted-Finance | -6.45% | ₹22.3 L | L2 | Admitted-Finance |
Tender Value
₹23.9 L
EMD Value
₹47,720
Closing Date
25 Mar 2026, 6:00 pmClosed
Er Jyotika Sambyal
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to BOQ
2026_PWDJK_306411_2
100 of 2025-26 dated 18-03-2026
Open Tender
Civil Works
60 days
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to tender documents
3 documents required · 3 mandatory
₹600
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
₹47,720
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
4 Apr 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
20 Mar 2026
Engaging labour for Jungle Clearance and drain clearance
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge, 1:3:6 or richer mix (i/c equivalent design mix)
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 ( All kinds of soil )
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.
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 :-
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 ( 25mm thick with 12.5 mm nominal size stone aggregate )
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases for columns
Suspended floors, roofs, landings, balconies and access platforms.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above or upto plinth level, Thermo-Mechanically Treated bars of grade Fe-500D or more.
12mm Cement plaster of mix, 1 : 6 ( 1 cement : 6 fine sand)
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required, In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base I base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in Charge ( with all leads and lifts carriage complete )
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity .incl. Tack Coat @ 0.50 Kg. / Sqm. ( Complete Job )
Carriage of Material by Mechanical Transport including loading unloading complete :-
Sand lead upto 5 km.
Stone agg. 40mm size lead upto 10 km.
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