Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.7 CrAdmitted-Finance | -17.22% | ₹10.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.8 Cr+₹14.3 L (1.34%)Admitted-Finance | -16.11% | ₹10.8 Cr+₹14.3 L (1.34%) | L2 | Admitted-Finance |
| 3 | L3₹10.8 Cr+₹15.6 L (1.46%)Admitted-Finance | -16.01% | ₹10.8 Cr+₹15.6 L (1.46%) | L3 | Admitted-Finance |
| 4 | L4₹11.1 Cr+₹43.7 L (4.10%)Admitted-Finance | -13.83% | ₹11.1 Cr+₹43.7 L (4.10%) | L4 | Admitted-Finance |
| 5 | L5₹11.7 Cr+₹1.1 Cr (9.94%)Admitted-Finance | -8.99% | ₹11.7 Cr+₹1.1 Cr (9.94%) | L5 | Admitted-Finance |
Tender Value
₹12.9 Cr
EMD Value
₹25.8 L
Closing Date
23 Feb 2022, 6:00 pmClosed
ACE PWD Zone I udaipur
Office of the ACE PWD Zone I Udaipur
Construction of 50 beded New MCH Wing in General Hospital at Nathdwara, Distt Rajsamand
2022_CEPWD_256837_1
NIT-09-2021-22 ACE PWD Zone I Udaipur
Open Tender
Civil Works - Buildings
Percentage
450 days
Rajsamand
As per Bid Document
3 documents required · 3 mandatory
₹5,000
Egras Challan - EE PWD Dn Rajsamand
₹25.8 L
Yes
Office of the ACE PWD Zone I udaipur
29 Mar 2022
1 Feb 2022
25 Feb 2022
1 Feb 2022
23 Feb 2022
14 Feb 2022
1 Feb 2022 - 14 Feb 2022
14 Feb 2022
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 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | 5,272 | P.Cum. | 203 | ₹10,70,216 |
| - | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. Ordinary Rock | 536 | P.Cum. | 444 | ₹2,37,984 |
| - | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size (Crusher Broken) | 1,026 | P.Cum. | 2,918 | ₹29,93,868 |
| - | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. | 4,850 | P.Cum | 97 | ₹4,70,450 |
| - | Providing and injection chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits wall trenches basement excavation top surface of plinth filling junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (plinth floor area only shall be measured for payment) | 4,451 | P. Sqm. | 217 | ₹9,65,867 |
| - | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand). | 2,891 | P.Cum | 2,111 | ₹61,02,901 |
| - | Random rubble dry stone Kharanja under floor. | 654 | P.Cum | 979 | ₹6,40,266 |
| - | Brick masonary in superstructure up to third storey with bricks of class designation 75 mm in : Cement Mortar 1:6 (1-Cement:6-coarse sand).Add Extra over respective items all type 0f bricks for using clay fly ash bricks | 1,630.29 | P.Cum | 4,390 | ₹71,56,973.1 |
| - | Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in : Cement Mortar 1:6 (1-Cement:6-Sand). | 599.5 | P.Cum | 2,365 | ₹14,17,817.5 |
| - | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. | 3,584 | P. Sqm. | 103 | ₹3,69,152 |
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 • 1.12 MB
Post-qualification-MCH-nathdwara.pdf
Tender Documents • 2.81 MB
Financial-MCH-Nathdwara.pdf
Tender Documents • 3.23 MB
BOQ_458407.xls
BOQ • 0.46 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 .