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| 1 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: |
| 2 | All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ 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 of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 4 | All kinds of soil |
| 5 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 6 | All kinds of soil |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete: |
| 11 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 12 | Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. |
| 13 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) . |
| 14 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 15 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 16 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, 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: |
| 18 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete |
| 21 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 22 | Suspended floors, roofs, landings, balconies and access platform |
| 23 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 24 | Stairs, (excluding landings) except spiral-staircases |
| 25 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 29 | 40 mm thick with 20 mm nominal size stone aggregate |
| 30 | 12 mm cement plaster of mix: |
| 31 | 1:4(1 cement: 4 fine sand) |
| 32 | 6 mm cement plaster of mix: |
| 33 | 1:3(1 cement :3 fine sand) |
| 34 | Finishing walls with water proofing cement paint of required shade: |
| 35 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 36 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 37 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 38 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 39 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 40 | All kinds of soil. |
| 41 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. |
| 42 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 43 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 44 | 1:4(1 cement: 4 fine sand) |
| 45 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 46 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 47 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 48 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : |
| 49 | 100 mm dia pipes |
| 50 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 51 | 100 mm dia Ductile Iron Class K-9 pipes |
| 52 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : |
| 53 | Up to 600 mm dia |
| 54 | Supplying pig lead at site of work. |
| 55 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 56 | Supplying and fixing C.I. cover without frame for manholes : |
| 57 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 58 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 59 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 60 | For horizontal surface one coat @1.10 kg per sqm. |
| 61 | Providing and applying of swellable type water stop tape, 19 mm x 25 mm thick in linear metre (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running metre. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 62 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) including making connection of HDPE pipe distribution branch with HDPE pipe main of following sizes by providing and fixing extension GI nipple of required size and length as per the size of gate valve as per specifications for water application, including cutting and threading the pipe, jointing by butt fusion welding etc complete as per the direction of Engineer-in-charge. |
| 63 | 80 mm nominal bore |
| 64 | 65 mm nominal bore |
| 65 | 50 mm nominal bore |
| 66 | Providing and fixing gun metal non- return valve of approved quality (screwed end) including making connection of HDPE pipe distribution branch with HDPE pipe main of following sizes by providing and fixing extension GI nipple of required size and length as per the size of gate valve as per specifications for water application, including cutting and threading the pipe, jointing by butt fusion welding etc complete as per the direction of Engineer-in-charge. |
| 67 | 80 mm nominal boreHorizontal |
| 68 | Providing and fixing HDPE pipe flange in HDPE pipe as per specification for water application including cutting and threading the pipe and making long screws, jointing by butt fusion welding etc. complete as per the direction of Engineer-in-Charge. |
| 69 | 80 mm nominal bore |
| 70 | 65 mm nominal bore |
| 71 | 50 mm nominal bore |
| 72 | Supplying and filling of materials in layers to be used as filter media as per the direction of Engineer-in-charge. |
| 73 | Stone aggregate 63 mm to 45 mm. |
| 74 | Stone aggregate 53 mm to 22.4 mm. |
| 75 | Stone aggregate 13.2 mm. |
| 76 | River (Coarse) sand. |
| 77 | Providing cement concrete surface drain including earth excavation 10 cm thick base concrete with 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) finished with 1:4 (1 cement: 4 fine sand) including a floating coat of neat cement inside the drain and its top and exposed surface including earth work in excavation and disposed of surplus earth. |
| 78 | 23 x 23 cm surface drain |
| 79 | Supplying, installation, testing and commissioning of Kirloskar make SV1 engine modal, 8 HP, 1800 RPM, single cylinder water cooled diesel engine coupled with NW2+ pump model, head of 15 mtr having suction and delivery 80 mm X 65 mm with all accessories including common Base Plate , Coupling, Coupling Guard,Foundation Bolts, Coupling Flanges , attached Fuel tank, suitable foot valve and all other accessories as required as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
