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Tender Value
₹9.8 L
EMD Value
₹19,620
Closing Date
10 Sept 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_322408_8
e-NIT No 74 of 2026-27 Dated 25-08-2026
Open Tender
Civil Works
Percentage
180 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹600
Sub Treasurey Mendhar
₹19,620
25 Aug 2026
25 Aug 2026
11 Sept 2026
25 Aug 2026
10 Sept 2026
25 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | RIGID PAVEMENT 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 : | 30.6 | Cum | 256.85 | ₹7,859.61 |
| 2 | 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) | 38.5 | Cum | 4,826.5 | ₹1,85,820.25 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level.
2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 38.25 | Cum | 7,788.4 | ₹2,97,906.3 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level
Mild steel and medium tensile steel bars. | 1,338.75 | KG | 115.35 | ₹1,54,424.81 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 25.5 | sqm | 286.35 | ₹7,301.93 |
| 6 | Carriage of material sand avg lead 45 km BY MT. | 56.42 | Cum | 685.94 | ₹38,700.73 |
| 7 | Carriage of material Agg below 40mm avg lead 22 km. | 114.13 | Cum | 432.02 | ₹49,306.44 |
| 8 | R/Wall 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 : | 23.4 | Cum | 256.85 | ₹6,010.29 |
| 9 | 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). | 1.68 | Cum | 4,826.5 | ₹8,108.52 |
| 10 | 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) | 13.5 | Cum | 5,733.6 | ₹77,403.6 |
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