|
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : |
| 2 | Ordinary Rock |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 4 | Ordinary Rock |
| 5 | Hard Rock (Blasting Prohibited) |
| 6 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 7 | Ordinary Rock |
| 8 | Providing, laying and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 9 | 20 mm dia. nominal bore |
| 10 | 25 mm dia. nominal bore |
| 11 | 40 mm dia. nominal bore |
| 12 | 100 mm dia. nominal bore |
| 13 | Providing, laying and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Medium 150mm dia |
| 14 | Providing and fixing of MS flanged joints (12mm thick) to double flanged GI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and all sorts of carriages. Complete Job.150mm dia. |
| 15 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) 300mm dia D.I pipe |
| 16 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 200 mm dia. Pipe |
| 17 | 150 mm dia. Pipe |
| 18 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329. 300 mm dia Ductile Iron Class K - 9 Pipes |
| 19 | 250 mm dia Ductile Iron Class K - 9 Pipes |
| 20 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 150mm dia |
| 21 | 200 mm dia |
| 22 | 250 mm dia |
| 23 | 300 mm dia |
| 24 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). and providing of check certificate from the standard manufacturer, 100 mm dia Sluice valve along with flanges |
| 25 | 150 mm dia |
| 26 | 200 mm dia |
| 27 | 250 mm dia |
| 28 | 300 mm dia |
| 29 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions incld. Tail pieces , tappers and pipe etc. complete. 50mm dia |
| 30 | Providing and fixing of 150/100/80 mm dia 6mm thick M.S pipe specials like M.S bends/tees/nipples etc as per site requirements. The job includes manufacturing fabricating, fixing in position, cutting incld. all carriages men and machinary, all charges complete as per directions of Engineer incharge |
| 31 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete :- 15 to 40 mm nominal bore |
| 32 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 33 | Provding and laying hand packed stone soling ( nallah) nominal size including filling, spreading, dressing, ramming all leads lifts and all carriages complete |
| 34 | Provding and laying hand packed stone soling ( quarry) nominal size including filling, spreading, dressing, ramming all leads lifts and all carriages complete |
| 35 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 36 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 37 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:- 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 38 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:- 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 39 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 40 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 41 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 42 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with :- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 43 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with:- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 45 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 46 | Suspended floors, roofs, landings, balconies and access platforms. |
| 47 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 48 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 49 | Arches, domes, vaults upto 6 m span |
| 50 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) Foundation |
| 51 | Extra for shuttering in circular work in walls (20% of respective centering and Shuttering items) walls |
| 52 | Extra for arches, domes, vaults exceeding 6 m span |
| 53 | Extra for shuttering in circular work in walls (20% of respective centering and Shuttering items) Beams |
| 54 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 55 | Extraction/ collection and stacking of Boulders all sorts of carraige by mechanical and manula means up to the site of work |
| 56 | Supply of crates ( 4\\"x4\\" mesh size) incld. Carriage etc |
| 57 | Cost of B.A Wire including carriage |
| 58 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 59 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 60 | Welding including transportation of plant at site etc complete (By electric plant ) |
| 61 | Dismantling C.I. / D.I pipes manually/ by mechanical means breaking joints and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer in-charge. Including excavation and refilling trenches after taking out the pipes. (above 150mm to 300mm dia) |
| 62 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete fo reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but exld. The cost of centering, shuttering finishing and reinforcement, incld. Admixtures in recommended proporation as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-incharge Note cement in this itm is @ 330 kg/cum Excess or less cement used as per design mix is content considered payable or recoverable separately. All works up to plinth level. (Raft). |
| 63 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering shuttering finishing and reinforcement including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability without impairing strength and durability as per direction of Enginer incharge. Note cement in this item is @ 330 kg / cum Excess or less cement used as per design mix is cntent considered payable or recoverable separately. All works above plinth level upto floor V level, Walls upto 1.20 mtr height , Walls above height of 1.20 mtr, Water channel, Baffle wall. |
| 64 | Extra for providing richer mixer at all floor levels, Note excess / less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC (Note cement concrete considered in M-30 is @ 340 Kg/cum) |
| 65 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 66 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 67 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 68 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 69 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm). |
| 70 | Providing and fixing of 0.63 mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge (For construction joint) |
| 71 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 72 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube |
| 73 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded (P/fixing MS cover plate 2mm thick with frame hinges and handle of approved make and structural steel ladder inside chamber) |
| 74 | Providing/ Fixing, installation, successful commissioning of double flanged MS pipes/specials to be fabricated from MS tube heavy quality nominal thickness 6mm, conforming to relevant Indian Standard IS-1239 and/or IS 1161 read with up to date amendments. The pipe material should be of standard quality and must withstand all the anticipated design pressure ratings.The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job. (150mm dia/200mmdia) |
| 75 | Desilting of various structures incld. Disposal of desilted material from site premises with all carriages lead & lifts etc. The job also includes, washing and cleaning of walls, beds, drains and floor etc with bleaching powder solution complete job. incld. all extra lift Using buckets, ropes etc. Manually |
| 76 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. |
| 77 | Making out holes in the walls for drilling/welding of tie rods in the holes by employment of Drilling/ welding machine and Genset I/C hire charge, i/c cost of tie rods. |
| 78 | Providing & fixing of main hole cover 0.90 x 0.90 of standard quality with angle iron frame incld all necessary fittings complete |
| 79 | Providing & fixing of main hole cover 0.75 x 0.75 of standard quality with angle iron frame incld all necessary fittings complete |
| 80 | Providing and laying D.I. Specials of Class K-12 suitable for mechanical jointing as per IS : 9523, Upto 600 mm dia. |
| 81 | Provision for cost of pipe specials with standard quality (item to be paid on production of GST bill duly authenticated by AEE & subject to actual utilization) |
| 82 | Cutting road and making it good after re-laying of base course/ soling / metling & laying of concrete at top layer properly |
| 83 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 84 | Providing and fixing of 50mm dia G.I half bend of standard quality to be fixed in dome for aeration purpose. |
| 85 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 86 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 87 | Chipping of unsound/weak concrete material from slabs, beams,columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. 75mm average thickness |
| 88 | Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. |
| 89 | Removal of unhygienic materials mulba and depris (so classified by the site engineer) from designated sites and its disposal upto the dumping sites by mechanical transport as per directions, all inclusive. |
| 90 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 15.2.1 1:3:6 or richer mix (i/c equivalent design mix) |
| 91 | Carraige of materials from source to road site of work by mechanical transport including loading , unloading and stacking :- 40mm aggregate for an av lead of 40 km |
| 92 | 40mm aggregate for an av lead of 20 km |
| 93 | 20mm aggregate for an av lead of 40 km |
| 94 | 20mm aggregate for an av lead of 30 km |
| 95 | 20mm aggregate for an av lead of 25 km |
| 96 | 20mm aggregate for an av lead of 20 km |
| 97 | sand for an av lead of 50km |
| 98 | sand for an av lead of 30km |
| 99 | sand for an av lead of 25km |
| 100 | cement for an av lead of 15 km |
| 101 | steel for an av lead of 15 km. |
| 102 | crate for an av lead of 15 km. |
| 103 | Carraige of materials from road site to site of work by manual labour including loading , unloading and stacking Mtrs. 40mm aggregate (for an av lead of 500mtr) |
| 104 | 40mm aggregate (for an av lead of 300mtr) |
| 105 | 20mm aggregate (for an av lead of 500mtr) |
| 106 | 20mm aggregate (for an av lead of 400mtr) |
| 107 | 20mm aggregate (for an av lead of 100mtr) |
| 108 | 20mm aggregate (for an av lead of 1500mtr) |
| 109 | 20mm aggregate (for an av lead of 300mtr) |
| 110 | sand (for an av lead of 500mtr) |
| 111 | sand (for an av lead of 400mtr) |
| 112 | sand (for an av lead of 100mtr) |
| 113 | sand (for an av lead of 1500mtr) |
| 114 | sand (for an av lead of 300mtr) |
| 115 | pipes for an av lead of 300 mtr |
| 116 | Cement (for an av lead of 500mtr) |
| 117 | Cement (for an av lead of 400mtr) |
| 118 | Cement (for an av lead of 100mtr) |
| 119 | Cement (for an av lead of 300mtr) |
| 120 | Cement (for an av lead of 1500mtr) |
| 121 | Steel (for an av lead of 500mtr) |
| 122 | Steel (for an av lead of 400mtr) |
| 123 | Steel (for an av lead of 300mtr) |
| 124 | Steel (for an av lead of 100mtr) |
| 125 | Crate (for an av lead of 500mtr) |
| 126 | 200mm D.I Pipe (for an av lead of 300mtr) |
| 127 | 150mm D.I Pipe (for an av lead of 300mtr) |
| 128 | 250mm D.I Pipe (for an av lead of 300mtr) Please Enable Macros to View BoQ information |
