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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.5 L+₹31,579.20 (9.83%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.7 L+₹46,022.40 (14.3%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹3.9 L+₹67,320 (21.0%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹3.9 L+₹69,094.80 (21.5%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹6.1 L
EMD Value
₹12,240
Closing Date
20 Feb 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_303035_7
e-NIT No 115 of 2025-26 Dated 12-02-2026
Open Tender
Civil Works
Percentage
60 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹300
Sub Treasurey Mendhar
₹12,240
6 Mar 2026
12 Feb 2026
21 Feb 2026
12 Feb 2026
20 Feb 2026
12 Feb 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
urface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -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 of 13.2 mm nominal size (Type A)
Supplying and stacking at site Graded crushed stone aggregate of Good Earth
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
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
Carriage of material by loading unloading complete stone aggregate avg lead 10km by MT
Carriage of material by loading unloading & Stacking Complete 600mm dia Hume pi[pe avg lead 60km by MT
Carriage of material by loading unloading & Stacking Complete 900mm dia Hume pi[pe avg lead 60km by MT
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Tendernotice_1.pdf
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BOQ_983404.xls
BOQ • 0.26 MB
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