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Tender Value
₹30.9 L
EMD Value
₹60,000
Closing Date
7 Sept 2026, 5:00 pm
Harish kumar
Municipal Corporation Yamunanagar
Construction of RCC Nalla from H/o Ram Bhul to Shop of Kamal Singh (old Fatak Gandhi Nagar), and Atal Sewa Kendar to Parmod Karyana store in Gandhi Nagar, Ward no. 16, Yamunanagar (FOR L/C SOCIETY LTD)
2026_HRY_543680_1
2026F27A88B3 C093 4E28 BB74 1608E369078D288ULB
Open Tender
Civil Works
Works
100 days
Yamunanagar
2 documents required · 2 mandatory
₹5,000
₹60,000
Yes
26 Aug 2026
26 Aug 2026
8 Sept 2026
26 Aug 2026
7 Sept 2026
26 Aug 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 |
|---|---|---|---|---|---|
| 1.01 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | 48.23 | cum | 1,863 | ₹89,852.49 |
| 1.02 | [21.2.3]Dismantling existing drains of different sizes cunnettes, section only including recovery of all useable materials, stacking the same near site of dismantled works and disposal of all rubbish off site of works. 3. Type II Drain [Through Rate] | 53 | 10 Metres | 664 | ₹35,192 |
| 1.03 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | 20.59 | cum | 66 | ₹1,358.94 |
| 1.04 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 583.58 | cum | 83 | ₹48,437.14 |
| 1.05 | [4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] | 583.58 | cum | 83 | ₹48,437.14 |
| 1.06 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] | 20.6 | cum | 460 | ₹9,476 |
| 1.07 | [6.14.1]Providing 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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] | 174.8 | cum | 4,374 | ₹7,64,575.2 |
| 1.08 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] | 1,908 | Sqm | 282 | ₹5,38,056 |
| 1.09 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] | 424 | Sqm | 208 | ₹88,192 |
| 1.1 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] | 21,850 | Kg. | 66 | ₹14,42,100 |
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