Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date2 Feb 2021
Closing Date16 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 10,44,060Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDAP_407_1Bid Award Id
ViewTender No
No.BD/S-4/2020-21/RIDF/ 999Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
107.33
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
107.33
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SH: Plain Cement Concrete
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Providing and laying lean cement concrete(LCC) 1:4:8 (1ceement: 4: sand: 8 river bed stone aggregate of 40mm nominal size) for filling undulation and as bases of concrete works including cost of boundary shuttering
267.82
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Providing and laying lean cement concrete(LCC) 1:3:6 (1ceement: 3: sand: 6river bed stone aggregate of 20mm nominal size) as bases of concrete works including cost of boundary shuttering
107.33
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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a)Foundations, footings, bases for columns
717.18
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SH: Reinforced Cement Concrete M-25
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Providing and laying RCC M-25 controlled concrete with water-cement ratio not exceeding 0.45 with PPC or 0.55 with OPC-53 in foundation and footing upto plith level and complete except cost of centring, shuttering and scaffolding -upto plith level
469.04
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Providing and laying RCC M-25 controlled concrete with water-cement ratio not exceeding 0.45 with PPC or 0.55 with OPC-53 in superstructures - beam, suspended floors, columns requiring extra lifts, balcony,lintel , chajja etc above plinth level and complete except cost of centring, shuttering and scaffolding - above plinth level
1061.88
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Centering and shuttering including strutting, propping etc. and removal of form for :
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a) Foundations, footings, bases of columns, etc. for mass concrete
429.96
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b) Suspended floors, roofs, landings, balconies and access platform
2943.75
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c) Lintels, beams, plinth beams, girders, bressumers and cantilevers
3816.28
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d) Columns, Pillars, Piers, Abutments, Posts and Struts
1518.48
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e) Stairs, (excluding landings) except spiral-staircases
717.18
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement
mortar 1:3 (1 Cement : 3 fine sand).
6051.94
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Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same.
2943.75
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SH: Steel reinforcement
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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. a)Thermo-Mechanically Treated bars of grade Fe-500D or more.
26774.89
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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. a)Thermo-Mechanically Treated bars of grade Fe-500D or more.
101978.24
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SH: Expansion joint
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Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen,
1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.
0.92
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Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). (a). Floor Joint of 150mm Gap (Refer Drawing No 5.24 in CPWD Specification Vol-I)
12.3
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Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063) (a) Roof Joint of 150mm Gap (Refer Fig 5.25 of CPWD Specification 2019 Vol -I)
12.3
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SH: Masonary Work
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Full 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 1:4 (1 cement; 4 coarse sand)
355.72
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Half brick masonry 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 : cement Mortat 1:3 (1cement: 3 Coarse sand
2355.11
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SH: Door Frame and Shutters
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Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of crosssection 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
173.6
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30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.
59.52
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Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge.
659.55
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35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge. Non Decorative finish (matt finish)
312.6
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : (a) 300x10 mm
284
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : (a)125mm
284
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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (a)Single rubber stopper
142
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Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
147
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SH: Window Frame and Shutters
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Providing and fixing factory made uPVC white colour sliding glazed window ( two or three track as detailed in 8.1(a) and 8.1(b)) upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
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(a)Two track two panels sliding window made of (big series) frame 67x 50 mm &sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/dobule glazing bead of appropriate dimension. (Area of window above 1.75 sqm upto 2.50 sqm)
11.55
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(b)Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/dobule glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm).
144.08
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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Float Glass Panes-4mm thick glass panes of weight not less than 10kg/sqm
134.03
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. (a)Fixed to steel windows by welding (outside the Window Frame)
2010.38
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SH: Steel Work
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Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete
170
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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. (a) M.S. tube
649.44
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SH: Flooring
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge (Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent).
399.25
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Providing and laying vitrified(Double Charged) floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc.,complete. (Size of Tile 600mm x 600mm).
2645.13
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Providing and laying vitrified(Double Charged) floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc.,complete. (Size of Tile 600mm x 600mm).
252.83
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SH: Finishing
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15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) [both side of Internal Wall and inner side of External wall ]
8601.86
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete [both side of Internal Wall and inner side of External wall ]
8601.86
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Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. (a) Two Coat [both side of Internal Wall and inner side of External wall ]
8601.86
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Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). [outer side of External wall]
1902.78
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Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15mm wide and 15 mm deep groove
3727.74
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Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. [Plastering the outer side of External Wall]
22833.4
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Finishing walls with water proofing cement paint of required shade : New works (Two or more coats applied @ 3.84 kg/10 sqm) [Entrance wall of the hospital only]
134.19
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SH: Roofing
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
1044.11
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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,Single socketed pipes.(a)110 mm diameter
100.8
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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.
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(a)Coupler[110mm]
28
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(b)Single tee with door [110x110x110 mm]
28
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(c)Shoe (Plain)[110mm]
28
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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 cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.(a) 110mm
168
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Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
14
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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 :(a)In 75x75 mm deep chase
190.44
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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 1 m 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.
14
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Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :(a) 12.5 mm thick tapered edge gypsum moisture resistant board
2215.68
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
2215.68
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : (a)Two or more coats on new work
2215.68
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SH: Drainage
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Construction of cement concrete drains 30 cm wide and 23 cm deep in cement concrete 1:3:6 (1 cement :3 sand:6 hard graded stone chips/shingle 40 mm and down gauge) 8cm thick on sides and bottom and plastering on all exposed surfaces with 12mm thick cement mortar 1:3 (1 cement :3 fine sand) including shuttering complete
169.95
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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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) Ordinary Rock
42.49
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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (a) 250 mm diameter
175.4
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Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :Ordinary rock.(a) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
175.4
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (a) 250 mm diameter S.W. Pipe
175.4
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : (a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
9
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : (a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3
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Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (a) With 20x20 mm square bar
24
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. (a)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
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SH:- Internal Water Supply and Sanitary Installations
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Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315
mm having antibacterial /germs free ceramic surface, fixed with cartridge having
debris catcher and hygiene seal
15
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Providing and fixing white vitreous china water closet squatting pan (Indian
type) :
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Orissa pattern W.C. pan of size 580x440 mm
33
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings
and brackets, cutting and making good the walls wherever require:
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White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P.
brass pillar taps
56
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-
Providing and fixing floor mounted, white vitreous china single piece, double
traps syphonic water closet of approved brand/make, shape, size and pattern
including integrated white vitreous china cistern of capacity 10 litres with dual
flushing system, including all fittings and fixtures with seat cover, cistern fittings,
nuts, bolts and gasket etc including making connection with the existing P/S
trap, complete in all respect as per directions of Engineer-in-Charge.
7
-
-
Providing and fixing white vitreous china flat back or wall corner type lipped
front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively
with automatic flushing cistern with standard flush pipe and C.P. brass
spreaders with brass unions and G.I clamps complete, including painting of
fittings and brackets, cutting and making good the walls and floors wherever
required :
-
-
-
Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern
17
-
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved
quality) complete with 6 mm thick hard board ground fixed to wooden cleats with
C.P. brass screws and washers complete.
56
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain & brass
threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes
jointing of pipes & fittings with one step CPVC solvent cement and the cost of
cutting chases and making good the same including testing of joints complete
as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc.
-
-
-
15 mm nominal outer dia Pipes
414.05
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain & brass
threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one step CPVC solvent cement and
testing of joints complete as per direction of Engineer in Charge.
Internal work - Exposed on wall
-
-
-
20 mm nominal outer dia Pipes
2500
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply including all CPVC plain & brass
threaded fittings This includes jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing of joints complete as per direction
of Engineer in Charge.
External work
-
-
-
150 mm nominal inner dia Pipes
500
-
-
Providing and fixing C.P. brass long nose bib cock of approved quality
conforming to IS standards and weighing not less than 810 gms.
-
-
-
15 mm nominal bore
56
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and
of approved make conforming to IS:8931.
-
-
-
15 mm nominal bore
56
-
-
Providing and fixing brass stop cock of approved quality :
-
-
-
15 mm nominal bore
300
-
-
Providing and fixing PTMT towel rail complete with brackets fixed to wooden
cleats with CP brass screws with concealed fittings arrangement of approved
quality and colour.
-
-
-
600 mm long towel rail with total length of 645 mm, width 78 mm and effective
height of 88 mm, weighing not less than 190 gms.
56
-
-
Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height
of approved quality and colour, weighing not less than 300 gms.
56
-
-
Providing and fixing toilet paper holder :
-
-
-
C.P. brass
56
-
-
Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :
-
-
-
15 mm nominal bore
100
-
-
20 mm nominal bore
80
-
-
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
-
-
-
150 mm diameter
10
-
-
S/H : C/o RCC Septic Tank-1No
-
-
-
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more
-
-
-
of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the
-
-
-
excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm
-
-
-
deposited layers, when required, into plinth sides of foundation etc consolidating each layer by ramming and
39.56
-
-
watering and then disposing of all surplus soil as directed within a lead of 50m.
-
-
-
Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone
19.11
-
-
by mechanical means for a lead of 5 km)
-
-
-
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 :
5.73
-
-
(i) Base concrete
-
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade
-
-
-
cement concrete for reinforced cement concrete work,
-
-
-
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 as per direction of Engineer-in-charge.
-
-
-
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less
-
-
-
cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level
-
-
-
a) 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
4.97
-
-
Base of the tank
-
-
-
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 :
-
-
-
a) 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
13.78
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having
-
-
-
slope up to 15° 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) : 3 graded stone aggregate 20 mm
-
-
-
nominal size).
4.37
-
-
Centering and shuttering i/c strutting, propping etc. and removal of formwork for
-
-
-
foundation plinth and walls.
-
-
-
a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
85.12
-
-
(i) Long wall
10.92
-
-
(b) Slab cover
-
-
-
12 mm thick cement plaster (1:3).
113.76
-
-
(a) Long Wall
-
-
-
Neat cement punning. Same as cement plaster
113.76
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing
-
-
-
in position and binding all complete upto plinth level.
1866.72
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture
-
-
-
to give an even shade :
72.68
-
-
Two or more coats on new work
-
-
-
Extra for providing and mixing water proofing material in the proportion recommended by manufacturers.
100
-
-
Making Plinth protection 50mm thick of CC 1:3:6
42.48
-
-
S/H : Combined RCC Water Tank (20000lit capacity)
-
-
-
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more
-
-
-
of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the
-
-
-
excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm
-
-
-
deposited layers, when required, into plinth sides of foundation etc consolidating each layer by ramming and
-
-
-
watering and then disposing of all surplus soil as directed within a lead of 50m.
41.77
-
-
Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone
-
-
-
by mechanical means for a lead of 5 km)
19.25
-
-
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 :
-
-
-
(i) Base concrete
9.63
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade
-
-
-
cement concrete for reinforced cement concrete work,
-
-
-
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 as per direction of Engineer-in-charge.
-
-
-
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less
-
-
-
cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level
-
-
-
a) 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
-
-
-
Base of the tank
5.82
-
-
Reinforced cement concrete work in walls (any thickness), including attached
-
-
-
abutments, posts and struts etc. above plinth level up to floor five level, excluding
-
-
-
cost of centering, shuttering, finishing and reinforcement :
-
-
-
a) 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
14.99
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having
-
-
-
slope up to 15° 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) : 3 graded stone aggregate 20 mm
-
-
-
nominal size).
6.61
-
-
Centering and shuttering i/c strutting, propping etc. and removal of formwork for
-
-
-
foundation plinth and walls.
-
-
-
a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
-
-
-
(i) Long wall
78.54
-
-
(b) Slab cover
11.02
-
-
12 mm thick cement plaster (1:3).
-
-
-
(a) Long Wall
109.34
-
-
Neat cement punning. Same as cement plaster
109.34
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing
1732.91
-
-
in position and binding all complete upto plinth level.
-
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture
-
-
-
to give an even shade :
-
-
-
Two or more coats on new work
70.76
-
-
Extra for providing and mixing water proofing material in the proportion recommended by manufacturers.
100
-
-
Making Plinth protection 50mm thick of CC 1:3:6
43.2
-
-
Borewell drilling and sinking stainless steel pipe
60
-
-
1.5HP submersible pum with piping (one running other standby)
2
-
-
SH: Curtain Wall for Prestigious Buildings
-
-
-
Construction of Non-shrinking concrete block masonry work confined by ties beams and struts
830.3
-
-
Providing and laying Self compacting RCC(1:2:4) for tie beams and struts confining the masonry work, RCC caging of openings
90.04
-
-
Furnishing steel reinforcement bars
14.14
-
-
12mm thick CM plaster
830.3
-
-
Painting external wall with water repellent paints
830.3
-
-
Supplying and fixing 8mm thick toughened glass as glazed curtain wall
35.81
-
-
Supplying and fixing 10mm toughened Glass
156.24
-
-
Structural steel work
967.89
-
-
Extruded aluminium works
192.05
-
-
Sh- Site Development & Jungle Clearence.)
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplingsand treesgirthupto300mm,removalofstumpsoftreescutearlieranddisposal of unserviceable materials and stacking of serviceable material to be used or auctioneduptoaleadof1000metresincludingremovalanddisposaloftop organic soil not exceeding 150 mm in thickness.)
-
-
-
(i) By Manual Means:
4.9
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps,roots,stackingofserviceablematerialwithall liftsanduptoalead of 1000 mtrs and earth filling in the depression/pit
-
-
-
i) Girth from 300 mm to 600 mm
120
-
-
Earthwork in excavation over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sq.m. on plan) including disposal of surplus excavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed.
-
-
-
a) Ordinary Soil
319.56
-
-
b) Ordinary Rock
1278.22
-
-
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