Tender For Providing Sewerage System To Dalhousie Town In Tehsil Dalhousie Distt.Chamba Hp (Sh:-Construction Of Man Hole Chamber 57 Nos And Dismentalling And Re-Laying Of D.I Pipe 150 Mm Dia = 1260 Rmt And 200 Mm Dia =580 Rmt)
Tender Overview
Project Description
Tender for Providing Sewerage System To Dalhousie Town In Tehsil Dalhousie Distt.Chamba Hp (Sh:-Construction Of Man Hole Chamber 57 Nos And Dismentalling And Re-Laying Of D.I Pipe 150 Mm Dia = 1260 Rmt And 200 Mm Dia =580 Rmt)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 2 | Providing and laying cement conrete 1 : 4 :8 . ( 1 cement : 4 sand and : 8 grade 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. |
| 3 | Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : Foundation, footings, bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 4 | Walls any thickness but 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. |
| 5 | in suspended floor,roofs, landing & shelves and their support, balconies, beams, girder, brassumers and cantilevers upto any floor two level etc. with in all leads and lifts as per the direction of Engineer-in-Charges. |
| 6 | 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 and removal of the same for insitu-reinforced concrete and plain concrete work in :- 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. |
| 7 | Vertical surfaces such 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. |
| 8 | 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. |
| 9 | Providing & Fixing CI Rungs including all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. (Labour Rete steel will be issued free of cost.) |
| 10 | Providing and fixing steel fiver reinforcemnet concrete (SFRC) man hole cover and frame conforming to IS 12592 ( part-I) 1998 with latest amendments 500 mm internal dia meter ( Medium duty) within all leads and lifts as per the direction of Engineer-in-charge.) |
| 11 | Dismentalling of DI Pipe 150 mm dia K-7 Tyton push joint ( IS 8329-2000) of wall thickness of 4.20 mm in a random lenght of 5.50 mtrin a random lenght within all leads and lifts as per the direction of Engineer-in-charge. 150 mm dia K-7 |
| 12 | 200 mm dia K-7 |
| 13 | Re-laying of DI Pipe 150 mm dia K-7 Tytom push joint ( IS 8329-2000) of wall thickness of 4.20 mm in a random lenght of 5.50 mtrin a random length with in all leads and lifts as per the direction of Engineer-in-charge. 150 mm dia K-7 |
| 14 | 200 mm dia K-7 Please Enable Macros to View BoQ information |
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