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Tender ID
Tender Value
₹3.3 L
EMD Value
₹6,640
Closing Date
23 Mar 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_306101_2
e-NIT No 135 of 2025-26 Dated 13-03-2026
Open Tender
Civil Works
Percentage
30 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹200
Sub Treasurey Mendhar
₹6,640
14 Jul 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 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 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavate length rth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil :: | 517.5 | Cum | 91.75 | ₹47,480.63 |
| 2 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 89.66 | Cum | 1,204.15 | ₹1,07,964.09 |
| 3 | 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 | 89.66 | Cum | 768.15 | ₹68,872.33 |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 13.74 | cum | 1,204.15 | ₹16,545.02 |
| 5 | Supplying and stacking at site Stone screening of size
Moorum | 7.17 | cum | 668.95 | ₹4,796.37 |
| 6 | Earth work in excavation by manual means 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:All kind of soil. | 36 | cum | 479.3 | ₹17,254.8 |
| 7 | 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. 20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe | 15 | RMT | 2,415.8 | ₹36,237 |
| 8 | Carriage of material by loading unloading complete stone agg below 40mm av lead 10km | 20.9 | Cum | 279.04 | ₹5,831.94 |
| 9 | Carriage of material by loading unloading complete stone agg above 40mm av lead 10km | 89.07 | Cum | 303.34 | ₹27,018.49 |
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