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| 1 | Earth work in excavation by manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m All kind of soi |
| 2 | Ordinary Rock |
| 3 | Hard Rock |
| 4 | Providing laying and fitting HDPE pipe conforming to IS 4984:1995with latest amendementsand coveying to work site including loading and unloading at both destination and rolling ,lowering into the trenches ,laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and and guidline including encasing the pipe around to a depth not less than 15cm with soft earth or selected earth available from the excavation etc. 75mm dia |
| 5 | 32mm dia |
| 6 | Providing supplying &fitting of Gun Metal Gate valve class 1&2 conforming to IS 778/1986 with all necessary fittings required for the installation of gate valve in HDPE pipes complete job 63mm dia |
| 7 | 32mm dia |
| 8 | Providing Glass wool 50mm thick resin bonded density 24kg/cum with chickenmesh, binding wire ,wrapping of polthene sheet (120GSM) and aluminium sheet 18guage all around the pipe including cost of all labour charge complete job 75mm dia |
| 9 | Supplying ,laying ,fixing ,of 50mm thickness closed cell elastrometric nitrile rubber / polyurethane of class 'o' applied by suitable adhesive ,as per specification and as required complete in all respect. |
| 10 | Earth work in excavation by manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 11 | Ordinary Rock |
| 12 | Hard Rock |
| 13 | Providing &laying in stone boulder (dully hand packed )including watering dressing and ramming with all carriages loading unloading and stacking etc.complete |
| 14 | Providing and laying in position cement concrete of specified grade excluding thecost 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) |
| 15 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm |
| 17 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain windowsills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 19 | RCC work including strainghting cutting bending placing in position and bending all complete TMT Bar |
| 20 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate) finishe50mm thick with 20 mm nominal size stone aggregate |
| 21 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of formwork for Foundations, footings, bases for columns |
| 23 | Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc |
| 24 | Suspended floors, roofs, landings, balconies and access platform |
| 25 | Extra for providing water proofing compound to cement works |
| 26 | Providing and fixing of manhole cover heavy duty including fixing of puf cover of 100mm thick for anti freezing all fitting /fixtures and all carriage complete |
| 27 | Providing /fixing of pipes for inlet ,outlet ,wash out and over flew including all complete .(g.i 80mm dia or as per site requirement |
| 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 29 | Excavating ,supply and filling of local earth (incl.royalty )by mechnical transport upto alead of 5km also including ramming and watering of earth in layers not exceding 20cm in trenches of foundation etc, complete . |
| 30 | Carriage of materials by mech.transport ,from source to site of work stone agg. From for an avg lead of 30km |
| 31 | Sand from for an avg lead of 30km |
| 32 | Cement from leh for an avg lead of 155km |
| 33 | Steel from leh for an avg lead of 155km |
| 34 | Extra carriage of material from dumping site to actual work site by manual labour a) cement for average lead of |
| 35 | b)Steel for average lead of |
| 36 | c)Sand &20mm agg.for average lead of |
| 37 | d)40mm aggregate for average lead of |
| 38 | e)Stone boulders/ stone for average lead of Please Enable Macros to View BoQ information |
