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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.0 LAdmitted-Finance CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | -2.50% | ₹38.0 L | L1 | Admitted-Finance |
| 2 | L2₹38.6 LAdmitted-Finance 1067 SECTOR 12 A PANCHKULA | PANCHKULA | HARYANA | 133301 | -1.00% | ₹38.6 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical 2ND FLOOR SCO 17 HARMILAP NAGAR PHASE 1 DERABASSI PB | PATIALA | PUNJAB | 140401 | - | - | - | Rejected-Technical document not in order |
| 4 | Rejected-Technical CHANDIGARH | - | - | - | Rejected-Technical documents not in order |
Tender Value
₹38.9 L
EMD Value
₹77,879
Closing Date
20 Feb 2026, 3:00 pmClosed
Excecutive Engineer Hort.Divn.No.2 M.C.Chandigarh
Excecutive Engineer Hort.Divn.No.2 M.C.Chandigarh
REPLAYING OF CEMENT CONCRETE TRACK AFTER DEMOLISHING EXISTING DAMAED TRACK IN PARKS NEAR CREMATION GROUND AND HOUSE NO.1350 NAGLA MOHALLA MANIMAJRA,CHANDIGARH UNDER CAPITAL HEAD-LANDSCAPING
2026_MCC_90656_1
MCC/H-2/27/2026
Open Tender
Miscellaneous Works
150 days
Excecutive Engineer Hort.Divn.No.2 M.C.Chandigarh
REPLAYING OF CEMENT CONCRETE TRACK AFTER DEMOLISHING EXISTING DAMAED TRACK IN PARKS NEAR CREMATION GROUND AND HOUSE NO.1350 NAGLA MOHALLA MANIMAJRA,CHANDIGARH UNDER CAPITAL HEAD-LANDSCAPING
2 documents required · 2 mandatory
₹3,000
₹77,879
19 Mar 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. (DSR 16.82)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). as per direction of Engineer-in-charge. (DSR 15.2.1)
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 remming of bottoms,lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50m. All kinds of soil (DSR 2.8.1-2.36)
Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60)
Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge.
Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect.
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 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size DSR 4.1.10
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).(DSR : 4.1.2)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1)
Brick on edge flooring with machine moulded perforated FPS bricks of class designation 125 conforming to IS :2222-1991 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand)
Centring and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls: Under 20 cm wide (DSR 5.9.16.1)
Providing and fixing PCC kerbs of size 2’-0” x 9” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge.
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