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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹79.9 LAdmitted-Finance | -38.10% | ₹79.9 L | L1 | Admitted-Finance |
| 2 | L2₹80.1 LAdmitted-Finance | -38.00% | ₹80.1 L | L2 | Admitted-Finance |
| 3 | L3₹92.7 LAdmitted-Finance | -28.24% | ₹92.7 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
23 Mar 2026, 4:00 pmClosed
Er Jyotika Sambyal
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to BOQ
2026_PWDJK_305561_1
96 of 2025-26 dated 07-03-2026
Open Tender
Civil Works
730 days
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to tender documents
3 documents required · 3 mandatory
₹3,000
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
₹2.6 L
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
27 Mar 2026
7 Mar 2026
24 Mar 2026
7 Mar 2026
23 Mar 2026
7 Mar 2026
9 Mar 2026
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 )
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)
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)
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 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)
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.
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.
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.
Edges of slabs and breaks in floors and walls Under 20 cm wide
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
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.
Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete.
Providing/ Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size ( 75mm thick ) with all leads and lift carriage complete.
Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications, on W.B.M. @ 0.75 Kg/sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity ( Complete Job )
Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications, On bitumen surface @ 0.50 Kg/sqm.
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, 25 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.
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.
Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete,
Providing / Fixing Big size inauguration plate with complete job as per direction of Engineer-in-charge
Carriage of Material by Mechanical Transport including loading unloading complete :-
Sand lead upto 5.00 km.
Stone agg. 40mm size lead upto 10 km.
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