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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.0 L+₹21,689.60 (5.73%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹4.9 L+₹1.1 L (28.8%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹4.9 L+₹1.1 L (28.8%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹5.2 L+₹1.4 L (37.5%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
16 Jan 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_299935_7
e-NIT No 96 of 2025-26 Dated 06-01-2026
Open Tender
Civil Works
Percentage
90 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹300
Sub Treasurey Mendhar
₹16,000
9 Feb 2026
6 Jan 2026
19 Jan 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil :50% Ordinary Rock30% Hard Rock20%
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 / 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
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 900 mm dia. R.C.C. pipe
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 mechanical transport including loading/unloading and stacking complete from source to site of work 900 mm dia. R.C.C. pipe Lead 60 kms avg
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work 600 mm dia. R.C.C. pipe Lead 60 kms avg
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Tendernotice_1.pdf
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BOQ_973224.xls
BOQ • 0.26 MB
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