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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Accepted-Technical | Accepted-Technical Accept |
| 4 | Accepted-Technical | Accepted-Technical Accept |
| 5 | Accepted-Technical | Accepted-Technical Accept |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
3 Sept 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_321678_2
e-NIT No 68 of 2026-27 Dated 20-08-2026
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
₹20,000
25 Sept 2026
20 Aug 2026
5 Sept 2026
20 Aug 2026
3 Sept 2026
20 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 | 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. | 992 | sqm | 153 | ₹1,51,776 |
| 2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8
to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 232.1 | Cum | 1,885.95 | ₹4,37,729 |
| 3 | 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. | 12.5 | metre | 3,951.65 | ₹49,395.63 |
| 4 | (Slip Clearance) In soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m. | 217.11 | cum | 331.15 | ₹71,895.98 |
| 5 | 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. | 96 | Cum | 218.4 | ₹20,966.4 |
| 6 | Hand packed stone in wire Crate including cost of Crate stone and carriage all complete job. | 60.48 | cum | 2,400 | ₹1,45,152 |
| 7 | Dumping of stone including cost of stones in horizontal level. | 41.4 | cum | 937.9 | ₹38,829.06 |
| 8 | 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 30%. | 306 | cum | 248.95 | ₹76,178.7 |
| 9 | Carriage of HPC 900MM avg lead 90 km | 12.5 | METRE | 646.4 | ₹8,080 |
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