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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-Finance 177 DASHMESH ENCLAVE HIMATGARH ZIRAKPUR DISTT MOHALI | GURDASPUR | PUNJAB | 143505 | ₹9.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹9.5 L+₹6,585.14 (0.70%)Rejected-Finance EWS H SECTOR AYODHYA NAGAR WARD 68 ZONE 16 MADHYA PRADESH | SAGAR | MADHYA PRADESH | 464240 | ₹9.5 L+₹6,585.14 (0.70%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹9.6 L+₹15,823.99 (1.68%)Rejected-Finance CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹9.6 L+₹15,823.99 (1.68%) | L3 | Rejected-Finance Not L1 |
| 4 | L4₹9.8 L+₹40,297.13 (4.28%)Rejected-Finance 94 1ST FLOOR RAIPUR KHURD CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹9.8 L+₹40,297.13 (4.28%) | L4 | Rejected-Finance Not L1 |
Tender Value
₹9.8 L
EMD Value
₹19,657
Closing Date
13 Jul 2026, 3:00 pmClosed
Excecutive Engineer Hort.Divn.No.2 M.C.Chandigarh
Excecutive Engineer Hort.Divn.No.2 M.C.Chandigarh
Construction of new cement concrete walking track in Park near House No.3016 Sector 47 Chandigarh under Ward Development Fund.
2026_MCC_93078_3
MCC/H-2/88/2026
Open Tender
Miscellaneous Works
Percentage
60 days
Excecutive Engineer Hort.Divn.No.2 M.C.Chandigarh
Construction of new cement concrete walking track in Park near House No.3016 Sector 47 Chandigarh under Ward Development Fund.
2 documents required · 2 mandatory
₹1,000
₹19,657
4 Aug 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 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 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 4 | 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 | - | cum | - | - |
| 5 | 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) | - | cum | - | - |
| 6 | 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) | 1 | sqm | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (4.1.2) | - | cum | - | - |
| 8 | 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) | 1 | rmt | - | - |
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