Remodeling Of Lis ( Fis ) Garola In Gp Garola Tehsil Bharmour Distt. Chamba Hp Sh Const Rcc Intake 1 No., Rcc Outlet 13 Nos, Cutting, Excavation, Laying, Jointing Testing Of Hdpe Pipe 180 Mm Dia From Rd 0 To 2000 Pn 8, Rd 2000 To 2435 Et
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Project Description
Remodeling Of Lis ( Fis ) Garola In Gp Garola Tehsil Bharmour Distt. Chamba Hp Sh Const Rcc Intake 1 No., Rcc Outlet 13 Nos, Cutting, Excavation, Laying, Jointing Testing Of Hdpe Pipe 180 Mm Dia From Rd 0 To 2000 Pn 8, Rd 2000 To 2435 Etc As Per Nit Remodeling Of Lis ( Fis ) Garola In Gp Garola Tehsil Bharmour Distt. Chamba Hp Sh Const Rcc Intake 1 No., Rcc Outlet 13 Nos, Cutting, Excavation, Laying, Jointing Testing Of Hdpe Pipe 180 Mm Dia From Rd 0 To 2000 Pn 8, Rd 2000 To 2435 Etc As Per Nit
BOQ
| Sl. No. | Item Description |
| 1 | Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 2 | Excavation in foundation trenches etc. in earth work in all depths and in all classification of earth work such as pick work,jumper work,saturated soil including bailing or pumping out of water, blastingsoft or hard rock or chiselling or wedging out of soft/hard rock, where blasting is prohibited,in all lifts including trimming and dressing or dies, levelling of beds to correct grade including shoning structuring, planking timbering and dewatering whereever required staking the excavatd soil not or than 3 mtr clear form edge of excavation and then returning the stacked soil in 15 cm layer when required into plinths, side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing the surplus excavated earth as directedwith in all leads & lifts as per direction as satisfaction of Engineer-in-Charge. |
| 3 | Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 4 | Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ :sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : |
| 5 | Foundation, footings, bases of columns and the likeand mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 6 | Walls any thicknessbut not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 7 | in suspended floor roofs,landingand shelves and their support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge. |
| 8 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs andremoval of the same for insitu-reinforced concrete and plain concrete work in :- |
| 9 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 10 | Vertical surfacessuch as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 11 | Providing & Placing of mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. |
| 12 | Laying, Jointingin testing of HDPE pipe including fittings complete (earth workin tincluding complete fitting and as per the direction of the Engineer-in-chargewith in all leads and lifts of the following nominal bores:. |
| 13 | 180mm Outer Dia ( From RD 0 TO 2000) PN 8 |
| 14 | 180mm Outer Dia ( From RD 2000 TO 2435) PN 4 |
| 15 | 180mm Outer Dia ( From RD 2435 TO 2670) PN 6 |
| 16 | 180mm Outer Dia ( From RD 2000/0 TO 2000/1480) PN 6 |
| 17 | 180mm Outer Dia ( From RD 1480 to 2950) PN 8 |
| 18 | 180mm Outer Dia ( From RD 2000/1480/0 TO 2000/1480/280 PN 8 |
| 19 | 180mm Outer Dia ( From RD 1480/280/0 TO 1480/400 PN 4 |
| 20 | 180mm Outer Dia ( From RD 1565/0 TO 1565/320 PN 4 |
| 21 | 180mm Outer Dia ( From RD 1565/0 TO 1565/780 PN 4 |
| 22 | 180mm Outer Dia ( From RD2000/1790/0 to 2000/1790/620 PN 4 |
| 23 | 180mm Outer Dia ( From RD2000/1790/0 to 2000/1790/220 PN 4 |
| 24 | 180mm Outer Dia ( From RD2000/1790/620 to 2000/1790/837 PN 4 |
| 25 | Providing and fixing cast irondouble flanged sluice valve of reputed makelike Kirloskar/Kilburn/IVC/Leader on distribution system of confirming toIS 780-1984 (latest with upto date amendments) of appropriate class , diameter,and capable to withstand the requisite nominal seat pressure 10 kg/sqmcomplete with tees,nuts & bolts, rubber gasket insertion etc i/c testing complete in all respect as per the direction of Engineer-in-Charge a including entire carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 26 | 200 mm dia |
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