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Tender Value
Refer Docs
EMD Value
₹28,662
Closing Date
16 Jun 2026, 5:00 pm2d left
SR.DGM (Services)
BEL Panchkula
Repair of Platform Wall at RPSC Panchkula
2026_BEL_99624_1
19555/3/25/PnS/PK
Limited
Civil Works - Others
BEL Panchkula
Please Refer tender Documents
2 documents required · 2 mandatory
₹0
₹28,662
Yes
10 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 2026
16 Jun 2026
10 Jun 2026
10 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 | Earth 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 lift, as directed by Engineer-in-
charge..All kinds of soil | - | cum | 150 | - |
| 2 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (measurements to be taken of the face area timbered):Depth not exceeding 1.5 m | - | sqm | 107 | - |
| 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 ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | - | cum | 221 | - |
| 4 | 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 and for all lift. | - | cum | 166 | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 6,182 | - |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level concrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | 8,055 | - |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | 8,356 | - |
| 8 | Steel 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. | - | kg | 91 | - |
| 9 | Steel 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. | - | kg | 91 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 332 | - |
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