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Tender Value
₹31.5 L
EMD Value
₹62,000
Closing Date
26 Aug 2026, 5:00 pm2d left
Vikas Dhiman
Municipal Corporation Yamunanagar
Const of Street and Drain from Ho Bittu to Tirlochan, Ho Amit to Niranjan, Niranjan to Rajinder Kaur Aaya singh to Ajit in Patari mohalla and Street and P/L of Rcc pipe from Vivek agarwal to Vishawkarma Mandir, Street alongwith Govt school W05 Recall
2026_HRY_538148_1
20263F11C4C6 0A39 483C 8850 8E79B1F15657288ULB
Open Tender
Civil Works
Works
145 days
Jagadhari
2 documents required · 2 mandatory
₹5,000
₹62,000
Yes
26 Aug 2026
3 Aug 2026
27 Aug 2026
3 Aug 2026
26 Aug 2026
3 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] | 269.69 | cum | 1,863 | ₹5,02,432.47 |
| 1.02 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 56.4 | Sqm | 113 | ₹6,373.2 |
| 1.03 | [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] | 345 | Kg. | 83 | ₹28,635 |
| 1.04 | [20.62.2]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 2. 250 mm i/d [Through Rate] | 280 | Metre | 321 | ₹89,880 |
| 1.05 | [21.2.2]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. 2. Type I Drain [Through Rate] | 95 | 10 Metres | 327 | ₹31,065 |
| 1.06 | [21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate] | 950 | Metre | 160 | ₹1,52,000 |
| 1.07 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] | 30 | Each | 1,155 | ₹34,650 |
| 1.08 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | 211.06 | cum | 66 | ₹13,929.96 |
| 1.09 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 418.93 | cum | 83 | ₹34,771.19 |
| 1.1 | [4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] | 418.93 | cum | 78 | ₹32,676.54 |
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