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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹63.6 LAccepted-AOC 2313 3 SECTOR 45 C CHANDIGARH | ₹63.6 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹64.2 L+₹61,770.60 (0.97%)Rejected-Finance 1192 SECTOR 79 MOHALI | ₹64.2 L+₹61,770.60 (0.97%) | L-2 | Rejected-Finance Not L-1 |
Tender Value
₹64.3 L
EMD Value
₹1.3 L
Closing Date
26 May 2026, 3:00 pmClosed
Executive Engineer Hort. Divn No.1, M.C., Chd.
Executive Engineer Hort. Divn No.1, M.C., Chd.
Providing of disabled friendly infrastructure in Fragrance Garden, Sector 36, Chandigarh, under Landscaping. Public Health Work and Civil work.
2026_MCC_92519_1
MCC/H-1/85/2026
Open Tender
Civil Works
Percentage
180 days
Providing of disabled friendly infrastructure in F
Please refer tender document
2 documents required · 2 mandatory
₹3,000
₹1.3 L
8 Jul 2026
19 May 2026
26 May 2026
19 May 2026
26 May 2026
19 May 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 |
|---|---|---|---|---|---|
| 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 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 | - | Cum | - | - |
| 2 | Providing Laying In Position Cement Concrete Of specified Grade Excluding Cast Of Centering And Shuttering – All work up to plinth level 1:5:10 (1 Cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size). | - | Cum | - | - |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | Cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including Stairs, (excluding landings) except spiral-stair cases. | - | Sqm. | - | - |
| 5 | Steel reinforcement for R.C.C. work including straightening, cuting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium tensile steel bars. | - | Kg. | - | - |
| 6 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 Cement : 6 coarse sand) | - | Cum | - | - |
| 7 | Bricks work with F.B.S. of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in DSR item | - | Cum | - | - |
| 8 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | - | Sqm. | - | - |
| 9 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size 600x600. | - | Sqm. | - | - |
| 10 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessaryfilling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade (Width of the door should be 1000mm clear space for wheel chair entry) AC 15) | - | Kg. | - | - |
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