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Tender Value
₹9.6 L
EMD Value
₹22,000
Closing Date
19 Jun 2026, 5:00 pm3d left
Sh Jai Dev Sharma
Municipal Committee Nissing
Re-Construction of Street and Drain Bye Pass Road to Main Karnal Road (Are Wali Gali) in Ward No-09, Nissing.
2026_HRY_528787_1
2026CF991F78 13E9 40EC 8C46 EF236E7C1C1C315ULB
Open Tender
Civil Works
150 days
Nissing
Re-Construction of Street and Drain Bye Pass Road to Main Karnal Road (Are Wali Gali) in Ward No-09, Nissing.
2 documents required · 2 mandatory
₹1,000
Yes
₹22,000
Yes
13 Jun 2026
13 Jun 2026
22 Jun 2026
13 Jun 2026
19 Jun 2026
13 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 115.5 | Sqm | 113 | ₹13,051.5 | BI01010001010000000000000515BI0100001113 |
| 2 | [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] | 100 | Kg. | 83 | ₹8,300 | BI01010001010000000000000515BI0100001113 |
| 3 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] | 114.17 | cum | 1,094 | ₹1,24,901.98 | BI01010001010000000000000515BI0100001113 |
| 4 | [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] | 629.12 | Sqm | 7 | ₹4,403.84 | BI01010001010000000000000515BI0100001113 |
| 5 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | 629.12 | Sqm | 655 | ₹4,12,073.6 | BI01010001010000000000000515BI0100001113 |
| 6 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | 629.12 | Sqm | 26 | ₹16,357.12 | BI01010001010000000000000515BI0100001113 |
| 7 | [2.HO004] HO004. Sludge [Rate] | 22.77 | cum | 357 | ₹8,128.89 | BI01010001010000000000000515BI0100001113 |
| 8 | [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] | 330 | Metre | 160 | ₹52,800 | BI01010001010000000000000515BI0100001113 |
| 9 | [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] | 5 | Each | 1,155 | ₹5,775 | BI01010001010000000000000515BI0100001113 |
| 10 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [3km] | 13.43 | cum | 54 | ₹725.22 | BI01010001010000000000000515BI0100001113 |
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