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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹36.8 LAccepted-AOC 2593 1 SECTOR 49 C CHANDIGARH | ₹36.8 L | L-1 | Accepted-AOC Allotment |
| 2 | L-2₹37.5 LRejected-Finance 2593 1 SECTOR 49 C CHANDIGARH | ₹37.5 L | L-2 | Rejected-Finance due to higher |
| 3 | L-3₹41.8 LRejected-Finance 621 A KAJHERI SECTOR 52 CHANDIGARH | ₹41.8 L | L-3 | Rejected-Finance due to higher |
Updated dates
Tender Value
₹47.5 L
EMD Value
₹94,935
Closing Date
2 Apr 2026, 11:00 amClosed
Executive Engineer, C.P. Division No.4, Chandigarh
Executive Engineer, C.P. Division No.4, Chandigarh
Construction of Boundary Wall Around EWS Flats RC Dhanas, Chandigarh
2026_CHD_91456_1
CP4/2026/2682883
Open Tender
Civil Works
90 days
Construction of Boundary Wall Around EWS Flats RC
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹94,935
13 Apr 2026
24 Mar 2026
2 Apr 2026
24 Mar 2026
2 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lifts, as directed by Engineer-in-charge. All kinds of soil (As per DSR 2.6.1) | |||||
| 2Filling 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 for all lifts. (As per DSR 2.25) | |||||
| 3Providing 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 : 10 graded stone aggregate 40 mm nominal size) (As per DSR 4.1.10) | |||||
| 4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floors etc. up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (As per DSR 4.2.3) | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. (As per DSR 5.9.1) | |||||
| 5.1 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. (As per DSR 5.9.5) | - | /sqm | - | - |
| 5.2 | Columns, Pillars, Piers, Abutments, Posts and Struts. (As per DSR 5.9.6) | - | /sqm | - | - |
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR 5.22.6) | |||||
| 7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR 5.22A.6) | |||||
| 8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (As per DSR 5.1.2) | |||||
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