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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC | ₹9.6 Cr | L1 | Accepted-AOC Agency Quoted less than departments justify rates. |
| 2 | L2₹10.2 Cr+₹61.7 L (6.42%)Rejected-Finance | ₹10.2 Cr+₹61.7 L (6.42%) | L2 | Rejected-Finance Agency Quoted less than departments justify rates but on Higher Side |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not in order |
Tender Value
₹10.6 Cr
EMD Value
₹21.1 L
Closing Date
4 May 2026, 12:00 pmClosed
Exe. Engineer Roads Division No 3 MC Chandigarh
Exe. Engineer Roads Division No 3 MC Chandigarh
CONSTRUCTION OF COMMUNITY CENTRE, SECTOR 24, CHANDIGARH.
2026_MCC_91335_3
MCC/2026/ROADS-III/03-05
Open Tender
Civil Works - Others
Percentage
730 days
Work
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
₹21.1 L
25 Aug 2026
17 Apr 2026
4 May 2026
17 Apr 2026
4 May 2026
17 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 |
|---|---|---|---|---|---|
| 1Earth 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. In All kind of Soil. | |||||
| 2 | Earth Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 1 | Cum | - | - |
| 3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, onsolidating each deposited layer by ramming and watering, lead up to 50 m and lift pto 1.5 m. (DSR 2.25) | |||||
| 4 | CARRIAGE OFEarth By Mechanical Transport including loading,unloading and stacking for 5 Km Lead (DSR 1.1.2) | 1 | Cum | - | - |
| 5Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone ggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. (DSR 22.1.1) | |||||
| 6 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :Using rough kota stone. (DSR 22.2.1) | 1 | Sqm | - | - |
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.10) | |||||
| 8Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) | |||||
| 9 | 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). (DSR 4.10) | 1 | Sqm | - | - |
| 10 | 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. (DSR 4.13) | 1 | Sqm | - | - |
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