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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | -31.80% | ₹2.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 LAdmitted-Finance | -30.00% | ₹2.8 L | L2 | Admitted-Finance |
| 3 | L2₹2.8 LAdmitted-Finance | -30.00% | ₹2.8 L | L2 | Admitted-Finance |
| 4 | L3₹3.0 LAdmitted-Finance | -25.00% | ₹3.0 L | L3 | Admitted-Finance |
| 5 | L4₹3.0 LAdmitted-Finance | -24.99% | ₹3.0 L | L4 | Admitted-Finance |
Tender Value
₹4.0 L
EMD Value
₹7,920
Closing Date
30 Jan 2026, 6:00 pmClosed
Er Jyotika Sambyal
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to BOQ
2026_PWDJK_300839_2
64 of 2025-26 dated 16-01-2026
Open Tender
Civil Works
30 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
₹7,920
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
7 Feb 2026
16 Jan 2026
31 Jan 2026
16 Jan 2026
30 Jan 2026
16 Jan 2026
20 Jan 2026
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.
Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge
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 )
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 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
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.
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
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)
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.
Carriage of Material by Mechanical Transport including loading unloading complete :-
Sand lead upto 15 km.
Stone agg. below 40mm size lead upto 15 km.
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