Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2,951.50Admitted-Finance | -57.34% | ₹2,951.50 | L1 | Admitted-Finance |
| 2 | L2₹4,040.49+₹1,089 (36.9%)Admitted-Finance | -41.60% | ₹4,040.49+₹1,089 (36.9%) | L2 | Admitted-Finance |
| 3 | L3₹4,151.88+₹1,200.39 (40.7%)Admitted-Finance | -39.99% | ₹4,151.88+₹1,200.39 (40.7%) | L3 | Admitted-Finance |
| 4 | L4₹5,154.39+₹2,202.90 (74.6%)Admitted-Finance | -25.50% | ₹5,154.39+₹2,202.90 (74.6%) | L4 | Admitted-Finance |
| 5 | L5₹5,465.73+₹2,514.24 (85.2%)Admitted-Finance | -21.00% | ₹5,465.73+₹2,514.24 (85.2%) | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹4 L
Closing Date
8 Jun 2026, 3:00 pmClosed
Executive Engineer CMD USHP-II Kangan
CMD USHP-II Kangan
Repairs to damaged canal inspection road and allied works of USHP-II measuring around 20 Km length road at spot.
2026_SPDC_309986_5
01 OF 2026-27
Open Tender
Civil Works - Canal
Percentage
50 days
Kangan
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,250
CPAO JKPDC Kangan
₹4 L
20 Jun 2026
15 May 2026
10 Jun 2026
15 May 2026
8 Jun 2026
15 May 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 |
|---|---|---|---|---|---|
| 1.01 | 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 | - | Sqm | - | - |
| 1.02 | Provision for Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm for filling pot holes , ditches etc (To be paid as per actual) | - | Cum | - | - |
| 1.03 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm -45 mm | - | Cum | - | - |
| 1.04 | Supplying and stacking at site stone screenings 13.2 mm nominal size (Type A) @ 18 % of item No. 03 | - | Cum | - | - |
| 1.05 | Supply and stacking of good earth as binding material and filling of berm | - | Cum | - | - |
| 1.06 | Supplying an stacking at site Moorum/ stone dust @ 8 % of item 03 | - | Cum | - | - |
| 1.07 | 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. (Quantity= Item 2+3+4+5+6) | - | Cum | 1 | - |
| 2Carriage of Material by Mechanical Transport | |||||
| 2.01 | Stone aggregate (90mm-45mm)and( 63-45 mm) nominal size average lead 30km | - | Cum | 1 | - |
| 2.02 | Screening / Moorum/ Stone Dust for an average lead of 30km | - | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 1.17 MB
BOQ_1003153.xls
BOQ • 0.26 MB
corrigendum01F.pdf
PDF • 0.59 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .