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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹13.4 LAccepted-AOC | ₹13.4 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹16.4 LRejected-Finance CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹16.4 L | L-2 | Rejected-Finance Not L-1 |
| 3 | L-3₹18.8 LRejected-Finance 94 1ST FLOOR RAIPUR KHURD CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹18.8 L | L-3 | Rejected-Finance Not L-1 |
Tender Value
₹19.2 L
EMD Value
₹38,440
Closing Date
19 Jan 2026, 3:00 pmClosed
Executive Engineer, Horti. Divn No.1, M.C., Chd
Executive Engineer, Horti. Divn No.1, M.C., Chd
CONSTRUCTION OF TOE WALL, IN GREEN BELT SECTOR 39 A/B AND PROVIDING AND FIXING OF MS FLAT RAILING IN PARK NEAR H.NO. 1605, SECTOR 40, CHANDIGARH, UNDER LANDSCAPING.
2024_MCC_79917_3
MCC/H-1/53/2024
Open Tender
Civil Works
90 days
CONSTRUCTION OF TOE WALL, IN GREEN BELT SECTOR 39
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹38,440
5 Mar 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
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 1.5m, 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)
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.
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)
Providing and laying in position cement concrete of specified grade excluding the cost of centring 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
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)
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 aggregate 12.5mm nominal size Complete in all respect to the entire satisfaction of the Engineer-In-Charge.(DSR 4.1.3)
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.
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 satisfaction of Engineer- in-Charge.
15mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) to the entire satisfaction of Engineer-in-Charge. (DSR 13.5.1)
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled/ Struck or weathered pointing to the entire satisfaction of Engineer-in-Charge. (DSR 13.31.1)
Finishing walls with acrylic Smooth exterior paint of required shade:- New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm. (DSR 13.46.1)
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