Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.8 LAdmitted-Finance | -37.41% | ₹16.8 L | L1 | Admitted-Finance |
| 2 | L2₹19.7 L+₹2.9 L (17.5%)Admitted-Finance | -26.45% | ₹19.7 L+₹2.9 L (17.5%) | L2 | Admitted-Finance |
| 3 | L3₹20.1 L+₹3.3 L (19.8%)Admitted-Finance | -25.00% | ₹20.1 L+₹3.3 L (19.8%) | L3 | Admitted-Finance |
| 4 | L4₹20.2 L+₹3.4 L (20.6%)Admitted-Finance 08 MOOLANI CHOUKHALA KAWAS BAYTU BARMER BARMER RAJASTHAN 344035 | BARMER | RAJASTHAN | 344035 | -24.54% | ₹20.2 L+₹3.4 L (20.6%) | L4 | Admitted-Finance |
| 5 | L5₹20.7 L+₹3.9 L (23.5%)Admitted-Finance | -22.71% | ₹20.7 L+₹3.9 L (23.5%) | L5 | Admitted-Finance |
Tender Value
₹26.8 L
EMD Value
₹53,571
Closing Date
28 May 2026, 6:00 pmClosed
XEN LMC CAD K PATAN
XEN LMC CAD K PATAN
Excavation Desilting and Construction of VRB in Drainage system in Ghat ka Barana Section IIIrd of Sub Division Laban.
2026_CADKO_560724_13
CAD K PATAN NIT 02/2026-27
Open Tender
Civil Works
Percentage
BUNDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
AS PER NIT
₹53,571
Yes
1 Jun 2026
20 May 2026
29 May 2026
20 May 2026
28 May 2026
20 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 |
|---|---|---|---|---|---|
| 1ITEMS | |||||
| 1.01 | Cutting & clearance of jungle, bushes, shrubs Ankra/ Ipomoea, Juliflora typna etc.on canal and bunds in dry/ moist/ slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick | 11,235 | P.Sqm | 2.5 | ₹28,087.5 |
| 1.02 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift up to 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect. Hard/dence soil | 11,699.38 | P.Cum | 79 | ₹9,24,251.02 |
| 1.03 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 1000 mm (Excluding Labour Charges ) NP-3 | 97.5 | P.RM | 7,217 | ₹7,03,657.5 |
| 1.04 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1cement :3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20mm | 29.2 | P.Cum | 4,654 | ₹1,35,896.8 |
| 1.05 | Side shuttering including propping etc. complete (to achieve finish F2 for : Block joints of foundation stilling basins buckets, aprons etc. (non suspended horizontally laid mass concrete) | 89.6 | P.Sqm | 160 | ₹14,336 |
| 1.06 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786) | 1,461.6 | P.kg | 78 | ₹1,14,004.8 |
| 1.07 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement :3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20mm | 88.15 | P.Cum | 5,564 | ₹4,90,466.6 |
| 1.08 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 1200 mm (Excluding Labour Charges ) NP-3 | 30 | P.RM. | 8,605 | ₹2,58,150 |
| 1.09 | Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.. | 126 | P.Cum | 77 | ₹9,702 |
stage.html
html • 0.03 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 • 4.54 MB
BOQ_998077.xls
BOQ • 0.24 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 .