Tender For Providing Water Supply Connections For Newly Constructed Forensic Headquarter-Cum-Super Specially Block And Residential Quarters Junga In Tehsil & District Shimla Hp Construction of Reinforced Cement Concrete S/Tank 50000 Ltrs. Cap., P/L/J
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Project Description
Tender for Providing Water Supply Connections For Newly Constructed Forensic Headquarter-Cum-Super Specially Block And Residential Quarters Junga In Tehsil & District Shimla Hp Construction of Reinforced Cement Concrete S/Tank 50000 Ltrs. Cap., P/L/J Of Gi Pipe 50 Mm Dia Etc.)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work,blasting work, hard blasting and chiselling etc. 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 into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
| 2 | Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water , blasting soft /hard rock or chiseling soft/ hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides, levelling of beds to correct grade including shoring /struting, planking, timbering and dewatering wherever required stacking the useable /unusable material/soil seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion for traffic, night signals, fixing caution boards,crossing over trenches for access to houses, fencing etc. complete in all respect whithin all leads and lifts as per direction of the Engineer-in-charge. |
| 3 | Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts in foundation and plinth. |
| 4 | Providing and laying cement concrete work 1:1:2(1cement:1 and:2 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete work i/c all leads and lifts complete in all respect. |
| 5 | Foundation and plinth. |
| 6 | Walls (any thickness) but not less than 0.1 m thickness) including attached pillasters,buttresses, plinth and string courses etc.from top of foundation level upto floor two level. |
| 7 | Providing and laying cement concrete work 1:11/2: 3(M20) (1cement:1 1/2sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
| 8 | Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level. |
| 9 | Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel. |
| 10 | 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 11 | Vertical surfaces such as walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. |
| 12 | Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness. |
| 13 | Edges of slabs and breaks in Floor and walls :- Under 20cm wide. |
| 14 | Providing in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3(1cement:3sand). |
| 15 | Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint:- in grating, framed guards, bars, ledders, railings, b rackets and similar works. |
| 16 | Providing, Laying and jointing in trenches,galvanised mild steel tubes (Light grade)confirming to IS-1239 (Part-I) 2004 i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately)i/c all leads and lifts complete in all respect |
| 17 | 50 mm dia nominal bore. |
| 18 | 65 mm dia nominal bore. |
| 19 | Providing and fixing brass full way valve with wheel of superior quality including all leads and lifts In :- |
| 20 | 50 mm dia nominal bore. |
| 21 | 65 mm dia nominal bore. |
| 22 | Constructing masonry chamber 120x120x100 cm inside, in brick work in cement mortar 1:4(1cemernt:4 coarsesand) for sluice valve, with C.I.surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1cement:2 coarse sand:\\" 4 graded stone agg. 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1cement:5 sand: 10 graded stone agg. 40mm nominal size) and inide plastering with cement mortar 1:3(1cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(Nonmodular) bricks of class designation 7.5 including carriage of materials within all leads and lifts complete in all respect). |
| 23 | Supplying cast iron cover without frame for manholes for frame of 500 mm internal dia meters.C.I. cover (Medium duty ) the weight of cover to be not less than 58 kg. Please Enable Macros to View BoQ information |
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