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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Finance | -40.99% | ₹3.8 L | L1 | Admitted-Finance |
| 2 | L2₹4.5 LAdmitted-Finance | -31.00% | ₹4.5 L | L2 | Admitted-Finance |
| 3 | L3₹5.4 LAdmitted-Finance | -17.17% | ₹5.4 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹6.5 L
EMD Value
₹13,000
Closing Date
18 Feb 2026, 6:00 pmClosed
Er Jyotika Sambyal
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to BOQ
2026_PWDJK_301964_18
70 of 2025-26 dated 31-01-2026
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
₹13,000
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
23 Feb 2026
31 Jan 2026
19 Feb 2026
31 Jan 2026
18 Feb 2026
31 Jan 2026
3 Feb 2026
Slip / drain clearance in in ordinary soils disposal
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 :-
1:5:10 (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 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)
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
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.
Hand-packing stones in wire-crates of mechanical woven double and twisted , hexagonal wire mesh gabion zinc coated mesh type 100 x120mm mesh wiere dia 2.70mm salvage wire dia 3040mm lacing wire dia 2.20mm ( as per national / international standards crate size 6 x1.2 x1.2mtr including cost of crates and stones ( Cost of crates shall be deducted at stock rate if supplied departmentaly ) with all leads and lifts carriage complete
Engaging labour for laying RCC Hume Pipes in portion proper shape 3 pipes of 0.90 mtr. dia.
Carriage of Material by Mechanical Transport including loading unloading complete :-
Sand avg. lead upto 5.00 km.
Stone agg. 40mm size lead upto 10 km.
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