Construction Of Retaining Wall And Road From Nh Malpur To Cdsco Construction Of Retaining Wall And Road From Nh Malpur To Cdsco Construction Of Retaining Wall And Road From Nh Malpur To Cdsco Construction Of Retaining Wall And Road From Nh M
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Project Description
Construction Of Retaining Wall And Road From Nh Malpur To Cdsco Construction Of Retaining Wall And Road From Nh Malpur To Cdsco Construction Of Retaining Wall And Road From Nh Malpur To Cdsco Construction Of Retaining Wall And Road From Nh Malpur To Cdsco
BOQ
| Name of Work: -C/o Retaining wall and road from NH Malpur to CDSCO office and other Industries in lower Malpur .(SH:- C/o Retaining wall, Road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting in earth work and disposal of excavated earth upto all leads & lifts | BI01010001010000000000000515BI0100001113 | 500 | P/Cum |
| 2 | 2 | Excavation in foundations,trenches etc.in all kinds of soil such as pick work,jumper work,blasting work,kankar moorum,singles including decomposed soft and hard rock,including chiselling wedging clearance of bushes etc including shoring,dewatering etc in all leads and lifts stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth including dewatering etc. up to all leads & lifts as directed by the Engineer-in-Charge complete in all respect. | BI01010001010000000000000515BI0100001114 | 528.75 | P/Cum |
| 3 | 3 | Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including form work, centering, shuttering etc. | BI01010001010000000000000515BI0100001115 | 79.6 | P/Cum. |
| 4 | 4 | Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately). | BI01010001010000000000000515BI0100001116 | 781.24 | P/Cum |
| 5 | 5 | Wire crates made of G.I. wire filled with boulders with square cut faces against the\nwire (Boulder filling to be measured and paid for separetaly).G.I. Wire 4mm thick\ncorresponding to SWG-8 15cm. x 15cm. mesh. | BI01010001010000000000000515BI0100001117 | 3125 | P/Sqm. |
| 6 | 6 | Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses 614;709;1204 3.7 | BI01010001010000000000000515BI0100001118 | 30 | Each |
| 7 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade & camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading ii ( 63 mmto 40mm) (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means. | BI01010001010000000000000515BI0100001119 | 26.25 | P/Cum |
| 8 | 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading iii ( 40mm to 25mm ) (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means. | BI01010001010000000000000515BI0100001120 | 19.13 | P/Cum |
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