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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Affidavit not attested by 1st class magistrate |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Affidavit not attested by 1st class magistrate |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
24 Aug 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_320895_2
e-NIT No 60 of 2026-27 Dated 13-08-2026
Open Tender
Civil Works
Percentage
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹600
Sub Treasurey Mendhar
₹24,000
25 Aug 2026
13 Aug 2026
25 Aug 2026
13 Aug 2026
24 Aug 2026
13 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 | Supplying and stacking at site
Graded crushed stone aggregate of size
63 mm to 45 mm. | 254.93 | cum | 1,204.15 | ₹3,06,973.96 |
| 2 | 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. | 254.93 | Cum | 768.15 | ₹1,95,824.48 |
| 3 | Supplying and stacking at site 11.20 mm nominal size (Type B) . | 39.08 | Cum | 1,204.15 | ₹47,058.18 |
| 4 | Supplying and stacking at site
Crusher Dust. | 20.39 | cum | 668.95 | ₹13,639.89 |
| 5 | 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. | 30 | metre | 3,951.25 | ₹1,18,537.5 |
| 6 | 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 :70% Ordinary Rock and 25% Hard Rock (Blasting Prohibited.5%. | 1,380 | cum | 285.74 | ₹3,94,321.2 |
| 7 | Carriage of material Agg below 40mm avg lead 17 km. | 59.47 | Cum | 370.67 | ₹22,043.74 |
| 8 | Carriage of material Agg Above 40mm avg lead 17 km. | 252.15 | Cum | 402.95 | ₹1,01,601.83 |
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