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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-Finance 1192 SECTOR 79 MOHALI | ₹20.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹22.3 LRejected-Finance 2313 3 SECTOR 45 C CHANDIGARH | ₹22.3 L | L2 | Rejected-Finance L2 |
Tender Value
₹22.5 L
EMD Value
₹45,083
Closing Date
20 Apr 2026, 10:00 amClosed
Executive Engineer SWM MC Chd
Room No. 612 6th floor MC Building Sector 17 Chandigarh
Providing and laying of 900mm, 600mm and 450mm SWD pipe line to tap the excess water accumulated residential area of Punjab University Sector 14 to existing SWD System near round about Sector 14/15/24/25 under the jurisdiction of SDEMCPH18 Chandigarh
2026_MCC_91631_1
MCC/EE/SWM/2026/27
Open Tender
Civil Works
120 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹45,083
19 May 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
20 Apr 2026
9 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 | Item Code |
|---|---|---|---|---|---|---|
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. (DSR No. 2.8.1) | - | P.Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil (DSR No.2.26.1) | - | P.Cum | - | - | - | |
Carriage of material by mechanical transport including loading, unloading and stacking Earth Approx 40% above of item DSR lead up to 2 km Complete in all respect (DSR No. 1.1.2) | - | P.Cum | - | - | - | |
Providing 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 manufactured sand derived from recycled concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size Recycled aggregate (RA) (DSR No. 4.1.10A) | - | P.Cum | - | - | - | |
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(DSR No. 19.6) | - | - | - | - | - | |
300 mm dia. R.C.C. pipe (DSR No. 19.6.4) | - | P.Mtr | - | - | - | |
450 mm dia. R.C.C. pipe (DSR No. 19.6.5) | - | P.Mtr | - | - | - | |
600 mm dia. R.C.C. pipe (DSR No. 19.6.7) | - | P.Mtr | - | - | - | |
900 mm dia. R.C.C. pipe (DSR No. 19.6.10) | - | P.Mtr | - | - | - | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand (DSR No. 6.1.1) | - | P.Cum | - | - | - |
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