Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance | -55.55% | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹3.2 LAdmitted-Finance | -46.82% | ₹3.2 L | L2 | Admitted-Finance |
| 3 | L3₹3.5 LAdmitted-Finance | -40.77% | ₹3.5 L | L3 | Admitted-Finance |
| 4 | L4₹3.8 LAdmitted-Finance | -37.01% | ₹3.8 L | L4 | Admitted-Finance |
| 5 | L5₹3.8 LAdmitted-Finance | -35.52% | ₹3.8 L | L5 | Admitted-Finance |
Tender Value
₹6.0 L
EMD Value
₹11,920
Closing Date
5 May 2026, 6:00 pmClosed
DCF BUNDI
DCF BUNDI
PT WORK AT THANA AND BISHANPURA RAOD KE PASS RANGE HINDOLI
2026_FORES_554223_1
DCF BUNDI NIT - 01/2026-27
Open Tender
Civil Works
BUNDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
AS PER NIT
₹11,920
Yes
18 May 2026
25 Apr 2026
6 May 2026
25 Apr 2026
5 May 2026
25 Apr 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 |
|---|---|---|---|---|---|
| 1ITEMS | |||||
| 1.01 | Dag belling 130 | 260 | cum | 0.69 | ₹179.4 |
| 1.02 | Site clearance including cutting of grasses shrubs & bushes for bunding key lines. Vagetative fencing and other. Such works. 130 m. x 20 m. | 5,200 | Kg | 3.99 | ₹20,748 |
| 1.03 | Excavation the Benching base and depositing the excavated material including dressing etc. | 538.5 | Cum | 75.2 | ₹40,495.2 |
| 1.04 | Excavation Cut of trench for filling work. | 75 | Sqm. | 75.2 | ₹5,640 |
| 1.06 | Earth work for bunds and embankment in hard or moist soil, wite the help of tractor attched with scraer including layer of 15 cm breaking of clods, sorting of grasses, pebbles etc. and dressing in reqired profile when compected manually within initial lead of 30m and lift 1.5 m rate for tractor (35 40 hp)with POL & scrapper (excluding charges of waterting and compaction ) 37.50+1077.60=1115.1 CUM for cut of treanch, core wall and embankment (Hard soil) | 2,230.2 | Kg | 100.4 | ₹2,23,912.08 |
| 1.08 | Transportation of clayey soil for corewall avrage 4.00 km (37.5+43.35=80.85 cum) | 161.7 | Cum | 188.89 | ₹30,543.51 |
| 1.09 | Compaction of Earth or highy weathered strata. (A) By mannualy or plain roller (density 90% of proctor) (Rate 14 | 2,155.2 | Cum | 20 | ₹43,104 |
| 1.1 | Dressing of un even embankment in required profile. | 1,746.48 | Cum | 10 | ₹17,464.8 |
| 1.11 | Watering of earth including in cost of carriage of water where source of water is 6 km lead (Rate 23.90 | 2,155.2 | Sqm | 23.9 | ₹51,509.28 |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 12.83 MB
BOQ_987159.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid