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| 1 | Demolition below G.L. upto 1.50 meters depth and disposal of unserviceable material within 20 mtrs lead unreinforced cement concrete upto 15cm thickness within all leads and lifts. |
| 2 | Excavation in foundations and trenches (for pipes and pits for other civil structures) upto all depths in all kinds of soil such as pick work, jumper work and saturated soil and paved surfaces including bailing or pumping out of water, chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects as per the direction of Engineer-in-charge. |
| 3 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 4 | Providing and laying cement concrete 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 5 | Providing & laying cement concrete1:1:2 (1cement :1 Sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 6 | (i) Foundation,footing,bases of columns and the like & mass concrete. |
| 7 | (ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level |
| 8 | Squarred rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts |
| 9 | Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg per sqm. On damp proof course after cleaning the surface with a floating piece of cloth lightly socked in Kerosene oil in all leads and lifts. |
| 10 | Squarred rubble masonary coursed with hard stone of approved quiality in foundation and plinth including racking out joints in cement mortar 1:6 (1cement:6sand) in all leads and lifts. |
| 11 | 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, Ladders, railings, brackets and similar works as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 12 | 6mm cement plaster to ceiling in cement mortar 1:3 (1 cement 3 sand) finished with a floating coat of neat cement and thick coat of link wash on top of wall when dry for bearing of RCC slab and bend in all leads and lifts |
| 13 | Disposal/refilling of material/soil including loading unloading and stacking of surplus excavated material/soil within all leads and lifts including all kind of head load and as per direction and to the entire satisfaction of Engineer-in-charge. |
| 14 | Laying,jointing and testing of Ductile iron Spigot & socketed pipe with cement mortar lining on inner pipe jointed with push on joint including cost of all kinds of fitting such as sockets, SBR gaskets, bends and fixing complete. The pipe should be as per IS:8329-2000 Class K7 in a random length of 4 to 7 mtrs within all leads and lifts and to the entire satisfaction of Engineer-in-charge (Earth work to be measured and paid for separately) |
| 15 | Ductile iron pipe 150mm dia with wall thickness dimensions and test pressure conforming to IS:8329-2000 jointed with S.B.R. gasketTyton push on joint within all leads and lifts and to the entire satisfaction of Engineer-in-charge) |
| 16 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 17 | Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 18 | Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 19 | Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:3(1cement:3sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge. |
| 20 | Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 21 | 20mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:3(1cement:3sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 22 | Applying cement slurry on RCC slab or cement concrete work using 2.75 Kg. of cement per square meters of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete within all leads and lifts as per direction and to the entire satisfaction of Engineer in Charge. |
| 23 | Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 24 | Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness. |
| 25 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. |
| 26 | Beams, cantilevers, girders & lintels side & sofits of beam ,beam hauncings , cantilevers, bressumers & lintels not exceeeding 1.00 mtrs. Depth in all heights from the floor. |
| 27 | Providing second class deodar wood work in frames of doors, windows and other frames wrought frame and fixed in position with second class deodar wood n all leads and lifts. |
| 28 | Providing second class deodar wood paneled glazed or paneled and glazed shutters for doors, windows and clerestory windows including bright finished black enameled iron butt hinges with necessary screws with second class deodar wood 40mm thick in all leads and lifts. |
| 29 | Providing and Fixing wire gauge shutters using GMS wire guage of IS gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws.2nd class deodar wood. |
| 30 | Cement concrete flooring 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size )laid in one layer finished with a floating coat of neat cement in 40mm thick in all leads and lifts. |
| 31 | Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge. |
| 32 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts. |
| 33 | Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt, dust and other foreign matter and papering and knotting in all leads and lifts. |
| 34 | Applying priming coat over new wood based surface after and including cleaning the surface by thoroughly brooming oil, dust dirt grease and other foreign matter land papering and knotting ready mixed paint finishing hard primer pink) |
| 35 | Painting two coats(excluding priming coat)on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts. |
| 36 | White washing with lime on undecorated walls surface (two coats)to give an even shade including throughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. Extra over item for white washing with lime on ceiling and or sloping roofs. |
| 37 | Finishing wall with water proofing cement paint of approved brand and manufacture & of required shade on decorated wall surfces (two coats) to given an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials. |
| 38 | Providing and fixing M.S.fan clamp (Type-I)of 16mm dia M.S. including bend upto shape with broken end in RCC. Slab door painting the exposed position of trap all as per standard design complete in all leads and lifts. |
| 39 | Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size). |
| 40 | Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 200x16mm |
| 41 | Providing and fixing aluminium tower bolts (Barrel type) anodized transparent or dyed to rquired shade and colour with necessary screw etc. complete in all leads and lifts. |
| 42 | 200x10mm |
| 43 | 150x10mm |
| 44 | Providing and fixing Aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete 150mm |
| 45 | Providing and fixing of M.S. Grills of required pattern in wood frames of windows etc with M.S. flats square or round bars with round headed bolts and nuts or by screws Plain grill. |
| 46 | Providing and fixing of cast iron cover for frame of internal size 500mm dia with frame (medium duty) within all leads and lifts (weight of cover and frame not less than 116 kg) |
| 47 | Providing and fixing of Kirloskar Diesel Generating sets three phase with automatic pannel (AMF) control Panel Green/KG25A air cooling 250 Voltage 10 KVA capacity compelte in all respect within all leads and lifts. |
| 48 | Submersible pumping machinery |
| 49 | Supply & Errection non clog sewege pump of approved make of____HP capable sludge solid 50-65 mm size comprising to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having greased packed bearing and shaft bound stated on motor side with shaft protection sleeves on pump site ensuring better life of shaft confirming to BIS specification. The pump shall be directly coupled to submesrsible squirrel cage motor of approved make suitable for abovemake pump confirming to BIS 9238-1970 with latest upto date ammendments of 1450/2900 RPm totally dust and water proof for submersible duty isolated from the pump by itnerned into casing with double mechancial seal in grease/oil lubricated bearing and providing with stainless steel; thrust bearing plate with standing oaads with minimum wear and tea. It should also be fitted with a device to take up expension of water with the heating of motor. The pump set should include water level guard errection clamps, cable clips and depth quage, dry running protection etc. and suitable operation on data given below: |
| 50 | 3 x2.5 HP |
| 51 | 3x 6.0 HP |
| 52 | Providing 200mm wide cast iron rungs with chequarred or ribbed non slip surface including fixing in manholes with 200mmx200mmx100mm cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 53 | Testing of Circular and arched type man hole (old/new) for every depth by filling with water. |
| 54 | Providing and fixing pre cast fibre reinforced concrete manhole cover and frame within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 55 | Extra Heavy duty |
| 56 | Rectangular 600x450mm |
| 57 | Restoration of cement concrete pavements and Bituminous Road |
| 58 | Stone soling proplery hand packed filling interstices with spalls and consolidatng with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum of earth etc 100mm spread thickness (finished work including materials and labour) within all leads and lifts andto the entire satisfaction of the Engneer-in-charge. |
| 59 | Wearing coat with broken or crushed stone aggregate of size 63mm to 40mm including sorting and spreading to the complete and consolidating with power road roller to the required gradient and camber including spreading and consolidation of binding materials .within all leads and lifts and to the entire satisfaction of Engineer-in-charge) |
| 60 | Preparing surfaces by brusing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. water bound macadam surface.(new) within all leads and lifts and to the entire satisfaction of Engineer-in-charge) |
| 61 | Providing and applying evenly a priming/ track coat with the following bituminous primer @ 10kg per 10square meters with cut back within all leads and lifts and to the entire satisfaction of Engineer-in-charge) |
| 62 | 2 cm consolidated thick single course premixed seal surfacing with 0.27 cum of stone chipping graded type 'A' and type'B' mixed with 22.00 kg. of binder per 10 sqm for type 'A' and 19.00 kg per 10 Sqm for type 'B' of road surface and rolling complete including preparation of base as per specification M.O.S T. (Road wint) No. 507 type 'A' using paving bitumen 80/100 within all leads and lifts and to the entire satisfaction of Engineer-in-charge) |
| 63 | Premixeed seal coat (IRC TYPE 'B) with 0.06 cum of fine aggragate and 6.8 kg of bitumen per 10 sqm road surface using paving bitumen 80/100.within all leads and lifts and to the entire satisfaction of Engineer-in-charge) |
| 64 | Provision for house connection including required all fitting etc. with all leads and lifts |
| 65 | Providing following Ductile iron fitting for pressure pipes conforming to IS:9523-2000 (First Revision) complete in all respect as per entire satisfaction of Engineer in charge within all leads & lifts. |
| 66 | DI Bend 150 mm Dia K7 11 Degree |
| 67 | DI Bend 150 mm Dia K7 22 1/4 Degree |
| 68 | DI Bend 150 mm Dia K7 45 Degree Please Enable Macros to View BoQ information |
