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Tender Value
₹2.5 L
EMD Value
₹4,940
Closing Date
13 Jul 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_314092_2
e-NIT No 19 of 2026-27 Dated 30-06-2026
Open Tender
Civil Works
Percentage
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹200
Sub Treasurey Mendhar
₹4,940
30 Jun 2026
30 Jun 2026
14 Jul 2026
30 Jun 2026
13 Jul 2026
30 Jun 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 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 Rock : 30%
Hard Rock : 20%. | 204.78 | Cum | 341.82 | ₹69,997.9 |
| 2 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters | 202.5 | sqm | 153 | ₹30,981.74 |
| 3 | Supplying and stacking at site
Graded crushed stone aggregate of size
53 mm to 22.4 mm | 49 | Cum | 1,204.15 | ₹59,003.35 |
| 4 | Supplying and stacking at site
Stone screening of size 11.2 mm nominal size (Type B) | 7.5 | Cum | 1,204.15 | ₹9,031.13 |
| 5 | Supplying and stacking at site
Moorum | 3.96 | Cum | 668.95 | ₹2,649.04 |
| 6 | Carriage of material by MT including loading unloading Stone Agg. Above 40mm avg laed upto 50 km. | 43.75 | Cum | 805.64 | ₹35,246.75 |
| 7 | Carriage of material by MT including loading unloading sand avg laed upto 50 km. | 7 | Cum | 741.14 | ₹5,187.98 |
| 8 | 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 Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 600 mm dia. R.C.C. pipe | 10 | RMT | 3,178.4 | ₹31,784 |
| 9 | Carriage of material by MT including loading unloading Hupe Pipe NP3 avg laed upto 50 km. | 10 | RMT | 311.17 | ₹3,111.7 |
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