Construction Of A Concrete Road And Drainage System From Furqans House To The Jama Masjid Gate In Ward No. 02, Mauza Naunganj., Shikarpur-Uttar Pradesh
TDR : 53256796
Tender Notice
BOQ
1 Days Left
Shikarpur
Uttar Pradesh
Construction Of A Concrete Road And Drainage System From Furqans House To The Jama Masjid Gate In Ward No. 02, Mauza Naunganj.
Name of Work:- वार्ड स०-02 मौ० नौगंज मे फुरकान के मकान से जामा मस्जिद के गेट तक सी०सी० मार्ग व नाली का निर्माण कार्य।
Sl. No.
Item Description
1
Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR 2023 15.2.1
2
Excavating, supplying and filling of local earth (including royalty) bym mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR 2023 2.25(a)
3
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: DSR 2023 2.1.1
4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023 4.1.8
5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 2023 4.1.3
6
Construction of granular sub-base by providing …………... and compacting with smooth wheel roller …...complete as per Technical Specificationin clause 401 .
7
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine. DSR 2023 16.43.1
8
Providind and Fixing Sign board.
9
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