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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹68.9 CrAdmitted-Finance | -0.21% | ₹68.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹69.8 Cr+₹90.5 L (1.31%)Admitted-Finance | +1.10% | ₹69.8 Cr+₹90.5 L (1.31%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically Not Qualified |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹69.1 Cr
EMD Value
₹95.4 L
Closing Date
23 May 2023, 3:00 pmClosed
EXECUTIVE ENGINEER MDDA DEHRADUN
EXECUTIVE ENGINEER MDDA DEHRADUN
Aamwala Tarla Aalyam HIG MIG LIG and STUDIO Dwelling UnitsWith External Development Housing Project at Sahastradhara Road District Dehradun of Uttarakhand
2023_MDDA_58370_1
Memo/T.N./Aamwala Tarala/23-24 dated 27-04-2023
Open Tender
Civil Works - Buildings
Percentage
548 days
Aamwala Tarala
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
SECRETARY MDDA DEHRADUN
₹95.4 L
MDDA Dehradun
15 Jun 2023
11 May 2023
23 May 2023
11 May 2023
23 May 2023
12 May 2023
15 May 2023
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 by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil | 324.45 | cum | 165.61 | ₹53,732.16 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead
up to 50 m and lift upto 1.5 m. | 360.37 | cum | 200.04 | ₹72,088.41 |
| 3 | All kinds of soil | 106.64 | cum | 82.33 | ₹8,779.67 |
| 4 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 152.7 | sqm | 206.78 | ₹31,575.31 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 23.6 | cum | 5,272.67 | ₹1,24,435.01 |
| 6 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 5.1 | sqm | 316.84 | ₹1,615.88 |
| 7 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth
lightly soaked in kerosene oil. | 5.1 | sqm | 100.18 | ₹510.92 |
| 8 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 58.23 | sqm | 559.22 | ₹32,563.38 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 61.3 | sqm | 259.42 | ₹15,902.45 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | 582.22 | sqm | 631.17 | ₹3,67,479.8 |
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