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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance | -45.52% | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 LAdmitted-Finance | -41.60% | ₹2.8 L | L2 | Admitted-Finance |
| 3 | L3₹3.8 LAdmitted-Finance | -20.00% | ₹3.8 L | L3 | Admitted-Finance |
Tender Value
₹4.8 L
EMD Value
₹9,600
Closing Date
12 Mar 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ .
2026_PWDJK_305228_8
e-NIT No 132 of 2025-26 Dated 05-03-2026
Open Tender
Civil Works
60 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT
2 documents required · 2 mandatory
₹200
Sub Treasurey Mendhar
₹9,600
11 Apr 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 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
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
Supplying and stacking at site Graded crushed stone aggregate 13.2 mm nominal size (Type A)
Supplying and stacking at site Graded crushed stone aggregate Good Earth
Supplying and stacking at site Graded crushed stone aggregate 53 mm to 22.4 mm
Supplying and stacking at site Graded crushed stone aggregate 11.2 mm nominal size (Type B
Supplying and stacking at site Graded crushed stone aggregate Moorum
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.
Providing and laying non-pressure of specified class R.C.C. pipes 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 600 mm dia. R.C.C. pipe
Carriage of material by MT including loading /unloading & stacking Complete stone 63-45 aggregate lead 5km by MT
Carriage of material by MT including loading /unloading & stacking Complete stone 53-22 aggregate lead 5km by MT
Carriage of material by MT including loading unloading & Stacking Complete HPC avg lead 60km bt MT
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