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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.4 LAccepted-AOC FLAT NO 6250 A SECTOR 56 CHANDIGARH | ₹2.4 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹2.4 L+₹1,187.14 (0.49%)Rejected-Finance 94 1ST FLOOR RAIPUR KHURD CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹2.4 L+₹1,187.14 (0.49%) | L-2 | Rejected-Finance Not L-1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not in order |
Tender Value
₹2.4 L
EMD Value
₹4,846
Closing Date
23 Jun 2026, 3:00 pmClosed
Executive Engineer Hort. Divn No.1, M.C., Chd.
Executive Engineer Hort. Divn No.1, M.C., Chd.
CONSTRUCTION OF NEW TOE WALL IN PARK NEAR H. NO. 1208, SECTOR 18 C, CHANDIGARH WDF
2026_MCC_93361_1
MCC/H-1/101/2026
Open Tender
Civil Works
Percentage
30 days
CONSTRUCTION OF NEW TOE WALL IN PARK NEAR H. NO. 1
Please refer tender documents
2 documents required · 2 mandatory
₹0
₹4,846
20 Aug 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 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 | Dismantlling of existing M.S. flat railig on brick masonary toe wall or on ground and removing of CC 1:2;4 block of size 1'-0"x0'-9"x1'-0" complete in all respect to the entire satisfaction of Engineer-in-Charge. | - | Rmt. | - | - |
| 2 | Refixing and repair(no new member) of old MS flat railing on brick masonary toe wall or on ground by providing CC 1:2:4 block of size 1'-0"x0-9"x1'-0" including cost of applying 2coats of synthetic enamel paint of approved brand complete in all respect to the entire satisfaction of Engineer-in-Charge. | - | Rmt. | - | - |
| 3 | 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. | - | - |
| 4 | 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. | 1 | Cum. | - | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR 2.25) | - | Cum. | - | - |
| 6 | 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. | - | - |
| 7 | 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. | - | - |
| 8 | Providing and laying position cement concrete of specified grade excluding the cost of centring and shuttering , All work plinth level: - 1:2:4 (:1 cement : 2 coarse sand : 4 graded stone agg 12.5mm nominal size Complete in all respect to the entire satisfaction of the Engineer-In-Charge.(DSR 4.1.3) | - | Cum. | - | - |
| 9 | Providing and fixing M.S flat gate having flat size 50 x12 mm having 6'-0" long of each openable shutter and 3'-3" high above ground level and ,1'-0" below ground level welded with 2 no's M.S flat 40 x10mm including horizontally at 6' upper and 6' from bottom and 10 no's M.S square bars of 45 degree angle at 6'' center to center between the 2 no's horizontally M.S flat 40 x 10mm including the 2 no's M.S. Channel 75x40mm in posts having 2no's channel welded to form post of size 75x80mm & 6'-0" long with lugs 1'-3" long 2no's M.S. Flat 40x10mm at bottom under each post to be provided on both sides of shutter with 2 no's hinges for openable arrangements with sliding bolt for locking arrangements 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 | - | - |
| 10 | Providing and fixing M.S. flat railing having flat size 50x12mm having 6'-0" long and 2'-3" high above ground level and 1'-0" below ground level welded with 2no's M.S. flat 40x10mm horizontally at 6” upper and 6” from bottom and 10no's M.S. square bars of 45 degree angle at 6" center to center between the 2no's horizontally M.S. flat 40x10mm including the cost of 2no's 12mm dia nut and bolts with 2no's M.S. pipe of 19mm dia and 3" long sleeve piece. The bottom of vertical ounter M.S. flat 50x12mm shall be provided with 9" long anchorage piece of MS flat 50x12mm welded at bottom and railing shall be properly embedded in cement concrete 1:2:4 block of size 1'-0"x0'-9"x1'-0". The complete railing shall be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfaction of Engineer-in-Charge. | - | Kg | - | - |
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