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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance | -32.00% | ₹2.0 L | L1 | Admitted-Finance |
| 2 | L2₹2.2 L+₹17,520.09 (8.82%)Admitted-Finance | -26.00% | ₹2.2 L+₹17,520.09 (8.82%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 L+₹49,640.26 (25.0%)Admitted-Finance | -15.00% | ₹2.5 L+₹49,640.26 (25.0%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Account no. linked with GST not matched with account no. mentioned on Affidavit. |
Tender Value
₹2.9 L
EMD Value
₹5,840
Closing Date
12 Feb 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_302212_12
e-NIT No 110 of 2025-26 Dated 02-02-2026
Open Tender
Civil Works
Percentage
60 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹200
Sub Treasurey Mendhar
₹5,840
26 Feb 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
12 Feb 2026
4 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: 1 All kinds of soil :
CEMENT CONCRETE (CAST-IN-SITU) 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)
CEMENT CONCRETE (CAST-IN-SITU) 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
RANDOM RUBBLE MASONRY Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Dumping stone including cost of stones. in Horizontal on level
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
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns.
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work sand lead upto 61.5 kms avg
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone agg below 40 mm avg lead upto 22.4 kms avg
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone agg Above 40 mm avg lead upto 22.4 kms avg
Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone avg lead upto 13.4 kms avg
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