Tender For Construction Of G+3 Circuit House At Nari, East Siang-Arunachal Pradesh

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East Siang , Arunachal Pradesh

Tender Brief : Tender For Construction of G+3 Circuit House At Nari

Document Fees
₹ 5000 /-

EMD
₹ 365500.0 /-

Tender Value
Refer document

Submission Date
26-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Sub Head-Dismentaling
2	Demolishing of RCC work includingbstackingbof steel bars and disposal of un-srviceable materials within 50 metres.
3	Demolishing brick work in mud including stacking of srvicaeble materials and disposal of unserviceable materials within 50 metres lead.
4	Dismentalling wood work of sectional area 40 sqm and above wrought, framed and fixed in frames, others frames and trusese including stacking the materials within 50 m lead.
5	Dismentalling GI Sheet roofing including ridges, hips valleys and gutters etc and stacking the materials within 50 m lead.
6	Extra for scrapping, cleaning and straightning reinforcement from RCC of RB work.
7	Dismentalling the tile work in floors and roofs laid in cement including stacking of materials within 50 metre lead.(b) For thickness of tiles above 25 mm and up to 40 mm
8	Sub Head- GROUND FLOOR
9	Excavation in decomposed or soft rock with or without blasting in foundations, trenches and drains and disposal of the same, lead upto 50 m, and lift upto 1.50 m.
10	Providing and laying in foundations and plinth cement concrete 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering.
11	Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars.
12	Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
13	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
14	c) Column, pillars, posts and struts etc.
15	d) Lintels, beams, girders, bressumers and cantilevers etc.
16	e) Stairs (excluding landings) except spiral stair cases.
17	f) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
18	Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
19	Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
20	Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
21	b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
22	Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement.
23	Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
24	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
25	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
26	Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
27	Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
28	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
29	Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.
30	Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
31	Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size).
32	Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
33	Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
34	Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12 mm thick commercial veneered teak wood particle boards (Phenyle Bonded) 3 layers flat pressed including applying one coat of approved pink primer.a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
35	Providing and fixing aluminium work for doors,window,ventilators and partions with extruded built up standard tubular sections/approximate Z sections and other section of approved make conforming to IS 733 and 1285,fixed with raw plugs and srews or with fixing clips or with expansion hold fasters including necessary filling up of gaps at junction at top bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth rust free,straight,miltred and jointed mechanically whenever required including cleat,angle,Aluminium snaps beading for glazing/panelling CP brass/ stainless steel screws, all complete as per architech drwing and the direction of Engineer incharge, glazing and panneling to be paid for separately1.3:- Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
36	Providing and fixing glazing in aluminium door,window,ventilator shutters and partions etc with PVC neoprene gasket etc, complete as per the architectural drawings and the direction of engineer in charge (Cost of alumunium snap beading shall be paid in basic item) (4.1) with float glass panes of 4.00 mm thickness(a) flaot glass panes of 4,00mm thickness
37	Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured)5.5 mm thick instead of 4 mm thick
38	Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineerin- charge.
39	Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit eading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge.a) Decorative finish (wood grained finish)
40	Providing and fixing 12 mm thick and 150 mm wide pelmet of flat pressed 3 layer particle board (medium density) with 25 mm dia second class teak wood curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete
41	Extra for using veneered particle board in item of pelmet 12 mm thick and 150 mm wide.(a) Teak wood veneering each face
42	Providing and fixing 25 mm dia first class Indian teak wood curtain rods with brackets plugs etc wherever required.
43	12 mm thick cement plaster 1: 3( 1 cement : 4 coarse sand) on walls.
44	15 mm cement plaster in 1:3 (1 cement :3 fine sand) cement mortor
45	Extra for plastering on circular work not exceeding 6 m in radius.
46	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's 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) including grouting the joints with white cement and matching pigments etc., complete.b) Size of Tile 600x600 mm
47	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm
48	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the oints with white cement and matching pigments etc., complete.
49	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
50	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.a) 11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown Cat Eye or equivalent,
51	Providing and fixing stainless steel ( Grade-304) railing made of hollow tubes chennel plates etc i/c welding ,grinding,buffing polishing & matching curvature ( where required ) and filling the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary acessories and stainless steel dash fasteners,stainless steel bolt etc. of required size on the top of the floor or the side of waist with suitable arrangment as per approval of engineer in charge. ( For payment purpose only weight of steel hand rail by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved stainless steel member shall be considard excluding fixing acessories such as nut,bolt,fastener etc.
52	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ tainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
53	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
54	Providing and fixing and fixing MS Handle with necessary screw etc compltet.a) 125 mm
55	b) 100 mm
56	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
57	Providing and fixing bright finished brass tower bolt( barrel type) with necessary screws etc. complete.a) 250x10 mm
58	b) 150 mm
59	c) 100 mm
60	Providing and fixing MS Hooks and Eyes.a) 300 x 16 mm
61	Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.a) 300 x 16 mm
62	Providing and fixing WC pan 2098 Campbell EWC S Concealed flushing effenciency with 6/3 LPF as base and manufactured by CERA conforms to UIPC-i
63	Providing and fixing wash basin white wall hung wash basin with full pedestal super special colour No-4135 made by CERA.
64	Providing and fixing CP brass waste for wash basins and sinks.B) 40 mm dia
65	Providing and fixing 100 mm sand cast iron grating for gulley , floor or nahi trap
66	Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass .( a) Rectangular shap 1500x450mm
67	Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. screws and washers
68	Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality).a) 750 x 20 mm size
69	Providing and fixing of electric Geyser
70	Providing and fixing of Telephone shower with C.P.brass single lever flexible tube and wall hook.
71	Providing and fixing C.P. Wall mixer 3 in 1
72	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter
73	Providing and fixing toilet paper holder :C.P. brass
74	Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.300 mm. dia. RCC Pipes
75	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 Coarse sand:6 graded stone aggregate 20 mm nomina; size over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and considered and grouted with fine sand including finishing top smooth.
76	Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.
77	Providing laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement in the proporation of 1:1(1 cement :1fine sand ) including testing of joints etc. complete.a) 100 mm dia
78	b) 150mm dia
79	Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand : 10 grade stone aggregate 40 mm nominal size) all-round S.W pipes including bed concrete as per standred design.a) 100 mm dia
80	b) 150mm dia
81	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.Centrifugally cast (spun) iron S & S 100 mm
82	Providing and fixing plain bend of required degreeCentrifugally cast (spun) iron S & S 100 mm
83	Providing and fixing collar :Centrifugally cast (spun) iron S & S 100 mm
84	Providing and fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :100 mm inlet and 100 mm outlet- centrifugally Cast (spun) iron S&S
85	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (external work).a) 25 mm dia nominal bore
86	b) 50 mm dia nominal bore
87	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. 20 mm nominal outer dia Pipes
88	Painting GI pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality.a) 25 mm dia nominal bore
89	b) 50 mm dia nominal bore
90	Providing and fixing GI union in GI pipe including cutting and threading the pipe and making long screws etc. complete (new work)a) 25 mm nominal bore
91	b) 50 mm nominal bore
92	Providing and fixing CP brass bib cock of approved quality conforming to IS : 893115 mm Nominal bore
93	Providing and fixing CP brass stop cock (concealed) of standard design and of approved make conforming to IS : 893115 mm Nominal bore
94	Providing and fixing CP brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 893115 mm Nominal bore
95	Construction brick masnory manhole in cement mortar 1:4 (1 cement :4 coarse sand ) R.C.C top salb with 1:2:4 mix (1 cement :2 coarse sand :4 grade stone aggregate 20mm nomunal size)foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 grade stone aggregate :4o mm nominal size )inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand )finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand ;4 grade stone aggregate 20mm nominal size 0finished with a floating coat of neat cement complete as per standred design.inside size 90X80 cm and 60cm deep including C.I cover with frame (light duty )455X610mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) with F.P.S brick with class designation 75
96	Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
97	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type-A, including jointing with seal ring conforing to IS:5382, leaving 10mm gap for thermal expansion, (i) Single Socketed pipes. 110 mm diameter
98	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 length100 mm diameter
99	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 10mm gap for thermal expansion. 110 mm diameter a) Single tee with door
100	b) Bend 87.5°
101	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.
102	Applying one coat of cement primer of approved brand and manufacture on wall surface :
103	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.
104	Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
105	Finshing wall with water proofing cement paint of approved brand and manufacture and required shades on new work ( three or more coats0 to give an even shades.
106	Applying priming coat With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood works.
107	French spirit polishing: Two or more coats on new works including a coat of wood filler
108	Add cartage of Materials
109	Sub Head- FIRST FLOOR
110	Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars.
111	Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
112	Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).
113	Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement.
114	Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
115	Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
116	Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
117	Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
118	Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
119	Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.
120	Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
121	Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size).
122	Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
123	Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
124	Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12 mm thick commercial veneered teak wood particle boards (Phenyle Bonded) 3 layers flat pressed including applying one coat of approved pink primer.a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
125	Providing and fixing aluminium work for doors,window,ventilators and partions with extruded built up standard tubular sections/approximate Z sections and other section of approved make conforming to IS 733 and 1285,fixed with raw plugs and srews or with fixing clips or with expansion hold fasters including necessary filling up of gaps at junction at top bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth rust free,straight,miltred and jointed mechanically whenever required including cleat,angle,Aluminium snaps beading for glazing/panelling CP brass/ stainless steel screws, all complete as per architech drwing and the direction of Engineer incharge, glazing and panneling to be paid for separately1.3:- Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
126	Providing and fixing glazing in aluminium door,window,ventilator shutters and partions etc with PVC neoprene gasket etc, complete as per the architectural drawings and the direction of engineer in charge (Cost of alumunium snap beading shall be paid in basic item) (4.1) with float glass panes of 4.00 mm thickness(a) flaot glass panes of 4,00mm thickness
127	Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured)5.5 mm thick instead of 4 mm thick
128	Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineerin- charge.
129	Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit eading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge. a) Decorative finish (wood grained finish)
130	Providing and fixing 12 mm thick and 150 mm wide pelmet of flat pressed 3 layer particle board (medium density) with 25 mm dia second class teak wood curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete
131	Extra for using veneered particle board in item of pelmet 12 mm thick and 150 mm wide.a) Teak wood veneering each face
132	Providing and fixing 25 mm dia first class Indian teak wood curtain rods with brackets plugs etc wherever required.
133	12 mm thick cement plaster 1: 3( 1 cement : 4 coarse sand) on walls.
134	15 mm cement plaster in 1:3 (1 cement :3 fine sand) cement mortor
135	Extra for plastering on circular work not exceeding 6 m in radius.
136	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's 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) including grouting the joints with white cement and matching pigments etc., complete.b) Size of Tile 600x600 mm
137	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm
138	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the oints with white cement and matching pigments etc., complete.
139	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
140	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.a) 11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown Cat Eye or equivalent,
141	Providing and fixing stainless steel ( Grade-304) railing made of hollow tubes chennel plates etc i/c welding ,grinding,buffing polishing & matching curvature ( where required ) and filling the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary acessories and stainless steel dash fasteners,stainless steel bolt etc. of required size on the top of the floor or the side of waist with suitable arrangment as per approval of engineer in charge. ( For payment purpose only weight of steel hand rail by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved stainless steel member shall be considard excluding fixing acessories such as nut,bolt,fastener etc.
142	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ tainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
143	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
144	Providing and fixing and fixing MS Handle with necessary screw etc compltet.a) 125 mm
145	b) 100 mm
146	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
147	Providing and fixing bright finished brass tower bolt( barrel type) with necessary screws etc. complete.a) 250x10 mm
148	b) 150 mm
149	c) 100 mm
150	Providing and fixing MS Hooks and Eyes.a) 300 x 16 mm
151	Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.a) 300 x 16 mm
152	Providing and fixing WC pan 2098 Campbell EWC S Concealed flushing effenciency with 6/3 LPF as base and manufactured by CERA conforms to UIPC-i
153	Providing and fixing wash basin white wall hung wash basin with full pedestal super special colour No-4135 made by CERA.
154	Providing and fixing CP brass waste for wash basins and sinks.b) 40 mm dia
155	Providing and fixing 100 mm sand cast iron grating for gulley , floor or nahi trap
156	Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass .( a) Rectangular shap 1500x450mm
157	Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. screws and washers
158	Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality).a) 750 x 20 mm size
159	Providing and fixing of electric Geyser
160	Providing and fixing of Telephone shower with C.P.brass single lever flexible tube and wall hook.
161	Providing and fixing C.P. Wall mixer 3 in 1
162	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter
163	Providing and fixing toilet paper holder :a) C.P. brass
164	b) 150mm dia
165	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Centrifugally cast (spun) iron S & S 100 mm
166	Providing and fixing plain bend of required degree Centrifugally cast (spun) iron S & S 100 mm
167	Providing and fixing collar : Centrifugally cast (spun) iron S & S 100 mm
168	Providing and fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :100 mm inlet and 100 mm outlet- centrifugally Cast (spun) iron S&S
169	Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (external work).a)25 mm dia nominal bore
170	b) 50 mm dia nominal bore
171	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.20 mm nominal outer dia Pipes
172	Painting GI pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality.a)25 mm dia nominal bore
173	b) 50 mm dia nominal bore
174	Providing and fixing GI union in GI pipe including cutting and threading the pipe and making long screws etc. complete (new work)a) 25 mm nominal bore
175	b) 50 mm nominal bore
176	Providing and placing on Terrace (at all floor Levels) polyethylene water storage tank of approved brand and manufacture.
177	Providing and fixing CP brass bib cock of approved quality conforming to IS : 8931
178	Providing and fixing CP brass stop cock (concealed) of standard design and of approved make conforming to IS : 893115 mm Nominal bore
179	Providing and fixing CP brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 893115 mm Nominal bore
180	Construction brick masnory manhole in cement mortar 1:4 (1 cement :4 coarse sand ) R.C.C top salb with 1:2:4 mix (1 cement :2 coarse sand :4 grade stone aggregate 20mm nomunal size)foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 grade stone aggregate :4o mm nominal size )inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand )finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand ;4 grade stone aggregate 20mm nominal size 0finished with a floating coat of neat cement complete as per standred design. inside size 90X80 cm and 60cm deep including C.I cover with frame (light duty )455X610mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) with F.P.S brick with class designation 75
181	Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
182	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type-A, including jointing with seal ring conforing to IS:5382, leaving 10mm gap for thermal expansion, (i) Single Socketed pipes. 110 mm diameter
183	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 length100 mm diameter
184	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 10mm gap for thermal expansion. 110 mm diameter a) Single tee with door
185	b) Bend 87.5°
186	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.
187	Applying one coat of cement primer of approved brand and manufacture on wall surface :
188	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.
189	Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
190	Finshing wall with water proofing cement paint of approved brand and manufacture and required shades on new work ( three or more coats0 to give an even shades.
191	Applying priming coat With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood works.
192	French spirit polishing: Two or more coats on new works including a coat of wood filler
193	Sub Head-Boundary Wall
194	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 layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
195	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
196	Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth
197	Reinforced cement concrete work in foundations, footings, bases of columns etc. and Mass concrete excluding cost of centering, shuttering and reinforcement in :-a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
198	RCC work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 stone agg. 20 mm nominal size).
199	RCC work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 stone agg. 20 mm nominal size).
200	Centering and shuttering i/c strutting, propping etc. and removal of form work for:a) Foundation, footings, bases of columns etc. and Mass concrete.
201	(e) Columns, pillars, posts and struts etc.
202	(d) Lintels, beams, girders, bresummers and cantilevers etc.
203	Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 6(1 cement : 6 fine sand) in foundations and plinth.
204	Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
205	Reinforcement of RCC Work i/c bending binding and placing in position complete. a) Mild steel.
206	12mm cement plaster 1:3 (1 cement:3 fine sand).
207	15mm cement plaster 1: 3 (1 cement: 3 fine sand) on the rough side of single or half brick wall.
208	Providing & Supplying Fixing MS angle Iron Post of 100x100x10mm \\"Y\\" shape Placed at Top of RCC columns with making holes for fixing of GI barbed wire @ 15cm c/c and i/c applying a priming coat of approved red oxide primer.
209	Providing and Supplying of Steel Barbed Wire 6 Row Horizontal @ 0.125m c/c.
210	Providing and Supplying of GI staples.
211	Labour Charges for fixing fitting of barbed wire fencing
212	(i) Surface road, Add for cartage of Cement from Silaphater to site of work lead=65km
213	ii) unsurfaced gravel road, Add for cartage from quarry to work site (Boulder, stone Aggts sand & Shingle ) Lead=5km
214	(iii) Add for cartage of Bricks from Lakhimpur to site of work lead= 80 Km
215	Sub Head- SEPTIC TANK
216	Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
217	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
218	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
219	Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exludingcost of centring, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
220	Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
221	Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
222	Reinforcement of RCC work including bending, binding and placing in position complete.Mild steel
223	Centring and shuttering including strutting, propping etc and removal of form work for :c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
224	d) Lintels, beams, girders, bressumers and cantilevers etc.
225	e) Column, pillars, posts and struts etc.
226	Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.a) 40 mm thick
227	Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
228	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
229	making soak pit 2.50 m dia 3m deep with 45x45 cm dry brick honey comb shaft and SW drain pipi 100mm dia 1.80 m long complete as per standard design.
230	C/o brick masonry manhole with 2nd class bricks in cement morter 1:5 (1 cement:5 fine sand) RCC top slab with 1:2:4 mix (1 cement: 2Sand:4 stone aggts) single 20 mm nominal size). Foundation concrete 1:4:8) mix inside plastering 12 mm thick with ement morter 1:3 finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 neatly finished complete as per standard design.a) Inside size 90x80 cm and 45 deep includng CI cover with frame (light duty) 455X 610 mm internal dimension total weight of cover and frame to be not less than 38 kg (wt of cover and frame to be not lesss tha 38 kg, ( weight of cover 23 kg and weight of frame 15 kg).
231	Loading and unloading of Boulder byMannual means
232	Cost of Haulage excluding loading & unloading Kutcha Track and Track in River bed/Nallah bed and choe bed.'=..2.00 Km
233	Loading and unloading of Cement & Steel byMannual means
234	Loading and unloading ofBricks by Mannual means and Stacking.
235	(i)Surface Road (25km)
236	Cartage of Cement,Steel from silaphater to Site of worki) Surfaced Road = 54 km
237	Bricks cartage -Surfaced Road = 54 km
238	Sub Head- UNDER GROUND SUMP
239	Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
240	Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
241	Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
242	Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
243	Reinforced cement concrete work in lintels, beams and bresumers up to floor two level includingfinishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface but excluding cost ofcentering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
244	Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
245	Reinforcement of RCC work including bending, binding and placing in position complete.Mild steel
246	Centring and shuttering including strutting, propping etc and removal of form work for :c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
247	d) Lintels, beams, girders, bressumers and cantilevers etc.
248	e) Column, pillars, posts and struts etc.
249	Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.a) 40 mm thick
250	Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
251	12 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall.
252	making soak pit 2.50 m dia 3m deep with 45x45 cm dry brick honey comb shaft and SW drain pipi 100mm dia 1.80 m long complete as per standard design.
253	C/o brick masonry manhole with 2nd class bricks in cement morter 1:5 (1 cement:5 fine sand) RCC top slab with 1:2:4 mix (1 cement: 2Sand:4 stone aggts) single 20 mm nominal size). Foundation concrete 1:4:8) mix inside plastering 12 mm thick with ement morter 1:3 finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 neatly finished complete as per standard design.a) Inside size 90x80 cm and 45 deep includng CI cover with frame (light duty) 455X 610 mm internal dimension total weight of cover and frame to be not less than 38 kg (wt of cover and frame to be not lesss tha 38 kg, ( weight of cover 23 kg and weight of frame 15 kg).
254	Loading and unloading of Boulder byMannual means
255	Cost of Haulage excluding loading & unloading Kutcha Track and Track in River bed/Nallah bed and choe bed.'=..2.00 Km
256	Loading and unloading of Cement & Steel byMannual means
257	Loading and unloading ofBricks by Mannual means and Stacking.
258	(i)Surface Road (25km)
259	Cartage of Cement,Steel from silaphater to Site of worki) Surfaced Road = 54 km
260	ii) Bricks cartage -Surfaced Road = 54 km Please Enable Macros to View BoQ information

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Tender For Construction Of G+3 Circuit House At Nari, East Siang-Arunachal Pradesh

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