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Tender Value
₹9.1 L
EMD Value
₹18,000
Closing Date
5 Jun 2026, 5:00 pmDue today
Vikas Dhiman
Municipal Corporation Yamunanagar
Raising of Boundary Wall and P/laying of 80MM thick ISI IPB in Shamshanghat in Village Nalagarh ward no 01 MCYNR-JGD (FOR L/C Society Ltd)
2026_HRY_524828_1
2026020DC965 BD66 4255 BE62 BD9CEBDCE54A288ULB
Open Tender
Civil Works
115 days
Jagadhari
2 documents required · 2 mandatory
₹1,000
₹18,000
Yes
27 May 2026
27 May 2026
6 Jun 2026
27 May 2026
5 Jun 2026
27 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 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] | 142.91 | cum | 1,863 | ₹2,66,241.33 | BI01010001010000000000000515BI0100001113 |
| 1.02 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 240.33 | Sqm | 113 | ₹27,157.29 | BI01010001010000000000000515BI0100001118 |
| 1.03 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] | 158.6 | Sqm | 138 | ₹21,886.8 | BI01010001010000000000000515BI0100001122 |
| 1.04 | [11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate] | 839.28 | Sqm | 54 | ₹45,321.12 | BI01010001010000000000000515BI0100001122 |
| 1.05 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | 350 | Kg. | 83 | ₹29,050 | BI01010001010000000000000515BI0100001122 |
| 1.06 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | 1,462.5 | Sqm | 7 | ₹10,237.5 | BI01010001010000000000000515BI0100001122 |
| 1.07 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 1,286 | cum | 83 | ₹1,06,738 | BI01010001010000000000000515BI0100001122 |
| 1.08 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 10km up to 20km per KM] | 5,144 | cum | 5 | ₹25,720 | BI01010001010000000000000515BI0100001122 |
| 1.09 | [3.1.9]By Mechanical Transport including loading, unloading and stacking 9. Brick Tiles [5km] | 0.81 | 1000 Nos. | 3,500 | ₹2,835 | BI01010001010000000000000515BI0100001122 |
| 1.1 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] | 1,286.23 | cum | 138 | ₹1,77,499.74 | BI01010001010000000000000515BI0100001122 |
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