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| 1 | 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. All kinds of soil. |
| 2 | 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 lift. |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) |
| 5 | 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 6 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 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 |
| 8 | Centering and shuttering including strutting, propping etc. and removal ofform for :Foundations, footings, bases of columns, etc. for mass concrete |
| 9 | Centering and shuttering including strutting, propping etc. and removal ofform for :Suspended floors, roofs, landings, balconies and access platform |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 13 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 14 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) |
| 15 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 16 | Providing and fixing ball bearing for rolling shutters. |
| 17 | 62 mm thick cement concrete flooring with concrete hardener topping,under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 18 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick |
| 19 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 20 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 21 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-lll) 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. |
| 22 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqmimpregnated with a coat of coarse sand at 60 cudm per 10 sqm, includingcleaning the slab surface with brushes and finally with a piece of clothlightly soaked in kerosene oil complete : |
| 23 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design In 75x75 mm deep chase |
| 24 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1m x1 _m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 25 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 26 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Coupler 110mm |
| 27 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5° 110 mm |
| 28 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Shoe (Plain) 110mm |
| 29 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cuttingbrick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm each |
| 30 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 32 mm dia nominal bore |
| 32 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore Horizontal |
| 33 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore Vertical |
| 34 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore |
| 35 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 36 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 37 | Gravel/Soil-Aggregate Base (Table 400.2) Grading C Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with three wheel80-100 kN static roller capacity to achieve the desired density, complete as perTechnical Specification Clause 402 |
| 38 | Gravel/Soil Aggregate Base/Subbase Nominal Maximum size Grading 80 mm(Table 2.3 of IRC SP 77-2008)Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well gradedmaterial of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP77-2008, spreading in uniform layers with tractor mount appropriate gradingarrangements on prepared surface, mixing by mix in place method at OMC withtractor mount appropriate rotavator attachment and compaction with threewheel 80-100 kN Static Roller capacity to achieve the desired density completeas per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008. |
| 39 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 40 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical |
| 41 | Cast in Situ Cement Concrete M 20 Kerb with Channel-Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade,sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundationconcrete laid manually, all complete as per clause 408 |
| 42 | Taransportation of suitable truck mounted drilling machine with all necessary accessories connecting T&P required for drilling anf correction of including leveling etc. comlete with all respect as per direction of the Engieer in charge. |
| 43 | Driling of bore size attachment required drilling in alluvial, bolder ,pobbals gravels. Rocky stone sticky clay etc. including cost of attachment consuble store bits ,water pole etc. complete 175 caseing pipe wich will be welded together using 2.5 or 3.25 mm dia advani Oerlinkon cletrodes with plain end and the other end champhered to 50 degree removing pint in the area to be welded inclusive on the cost of bio chargeable degretable and non toxix from flush etc. complete with all respects as per direction of the Engieer in charge. |
| 44 | Supply of 175mm dia 5.4mm thick MS ERW casing pipe from approved manufacthers complete wiyh all respects conferming IS 4270. |
| 45 | Supply of 175mm dia 5.4mm thick MS ERW Perforeted pipe conferming IS 4270. |
| 46 | Development of tubewell by air compressor. |
| 47 | Development of tubewell by O.P. Unit |
| 48 | Supply and fixing of 175 mm dia size M.S. tubewell cap. |
| 49 | Supply of submersibIe pump set having discharge 80 Ipm. Of 120 mtr. Head 3 phase 415V 10°'•, 50C/s with motor complete in all respects. |
| 50 | Supply of starter cum panle suitable for opeartion on 3 phase 415 votls, 50 C/s, Suitable capacity starter cum panel with over and under voltage protection. Ameter, Voltmeter & Phase Indicator complete in all respect. |
| 51 | Supply of 10 sq.mm three core submersible cable for above pumping plant. |
| 52 | Supply & laying of 25 sq.mm al armoured 4 core cable. |
| 53 | Main piping and valves Supply and Fixing Main Piping and Valves as Follows Supply of 50 mm dia 3 mtr. Long MS column pipe assembly both side flange -125 mtr. Supply of 50mm size CIDF sluice valve-2 Nos, Supply of 50 mm size CIDF reflux valve-1 Nos Venture (50x 75mm)-1 No.Supply of 50 mm size 1.5 mtr long MS distance piece pipe -2 nos Supply of 50 mm size CIDF Redial Tee-1 No, Supply of 50 m size to pump outlet dia reducer and other end flanged-1 no. Supply of heavy duty MSDI Clamp-1 set, Supply of Tube well cap.-1 No, Supply of 50 mm size CIDF 90° bend-1 No. Nuts Bolts, Rubber/ Fiber packing for jointing above pipers & specials-1 set, Supply of 100 mm dia pressure gauge with control cock & fitting of range 0.20 kg/cm2 with complete with all fitting.-01 Set, Supply of Tool kit having DE spanner set, ring spanner set, screw driver, plier, hammer, pipe rinch, screw rinch-01 Set |
| 54 | Supply of Rubber resistance sheet of size 1 mx2mx0.025m |
| 55 | Installation, Testing & commissioning of pumping Plant with lowering of column pipe and fixing of valve and accessories. |
| 56 | Painting of entire installation with two coats of super enamel paint as per direction of Engineer-in -charge. |
| 57 | Geological and Hydrological Survey |
| 58 | Testing of Water Sample. |
| 59 | Earthing with G.I. Earth plate of suitable size including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe with charcoal/coke and salt as required with supplying and laying of 25mmx3mm G.I. Strip including connection/ terminating with nut, bolt, spring, washer etc. as required (iointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) as required. |
| 60 | Structural steel work riveted, bolted or welded 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. Please Enable Macros to View BoQ information |
