Tender For Construction Of Ipb Street And Providing And Laying Of Pvc Pipe From Head Of Sunil To Head Of Sumit And Other Four Attached Street In Ward No17 Mc Gohana. (Dnit Est. Cost: Rs. 23.90 Lacs), Gohana-Haryana
TDR : 54866304
Tender Notice
BOQ
9 Days Left
Gohana
Haryana
Tender For Construction Of Ipb Street And providing and laying Of Pvc Pipe From Head Of Sunil To Head Of Sumit And Other Four Attached Street In Ward No17 Mc Gohana. (Dnit Est. Cost: Rs. 23.90 Lacs)
Name of Work:- Const. of IPB Street and P/L of PVC pipe from H/o Sunil to H/o Sumit and Other four attached street in ward No17 MC Gohana. (DNIT Est. Cost: Rs. 23.90 Lacs)
Sl. No.
Item Description
1
Revised Providing and Laying 250 mm outer dia UPVC pipe Class 1 with Working Pressure 0.25 MPa (2.5kg/cm2) duly ISI marked IS 4985:2000 complete in all respect as per directions of Engineer-in-charge of Approved make (Prince,Finolex and Supreme)
2
[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
3
[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]
4
[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]
5
[22.201.2.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2.1. M D - 10 Square shape 450 mm internal dimension [Through Rate]
6
[3.1.6]By Mechanical Transport including loading, unloading and stacking 6. Stone aggregate 40 mm nominal size and above [Beyond 5km up to 10km per KM]
7
[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]
8
[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]
9
[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
10
[6.1.8]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 8. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) [Through Rate] Please Enable Macros to View BoQ information
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