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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹35.6 LAccepted-AOC | ₹35.6 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹37.1 LRejected-Finance 2ND FLOOR SCO 17 HARMILAP NAGAR PHASE 1 DERABASSI PB | PATIALA | PUNJAB | 140401 | ₹37.1 L | L-2 | Rejected-Finance Not L-1 |
Tender Value
₹41.1 L
EMD Value
₹82,275
Closing Date
15 Apr 2026, 3:00 pmClosed
Executive Engineer Hort. Divn No.1, M.C., Chd.
Executive Engineer Hort. Divn No.1, M.C., Chd.
Development of park by Construction of cement concrete track in various parks Sector 36, Chandigarh, under Landscaping.
2026_MCC_91621_1
MCC/H-1/56/2026
Open Tender
Civil Works
180 days
Development of park by Construction of cement conc
Please refer tender documents
2 documents required · 2 mandatory
₹3,000
₹82,275
11 Jun 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
15 Apr 2026
8 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 |
|---|---|---|---|---|---|---|
| 1 | 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) | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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) | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 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. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | 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) | 1 | Cum. | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Brick work with machine moulded perforated F.P.S. bricks of class designation 125 conforming IS : 2222-1991 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete from ground level upto plinth level in cement mortar 1: 4 (1 cement: 4 coarse sand). | - | Sqm. | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | 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) | - | Cum. | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | 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) | - | Rmt. | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Providing and fixing M.S flat Revolving gate with 4 panel having flat size 50 x12 mm 1'-4" long of each panel welded with 75mm dia MS pipe 2'-3" long for revolving shutters and 2'-3" high above ground level and 3'-6" below ground level and 5 No's M.S square bars of 45 degree angle at 6'' center to center between the 2 No's horizontally M.S flat 50 x 12mm including the 1 No's M.S. pipe 50mm dia in posts having 4'-6" long with 1no's M.S. Flat 40x10mm at bottom under post to be provided the 4 panel revolveing and gate shall be properly embedded in cement concrete 1:2:4 be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfication of Engineer- in-Charge. | 1 | Kg. | - | - | BI01010001010000000000000515BI0100001122 |
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