Tender For Construction Of Armoury Block And Rescue Tower Including Site Development For Btc Home Guards At Markand, Distt. Bilaspur (Hp)., Bilaspur-Himachal Pradesh

TDR : 55877098

Tender Notice
BOQ

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Bilaspur , Himachal Pradesh

Tender Brief : Tender For Construction Of Armoury Block And Rescue Tower Including Site Development For Btc Home Guards At Markand, Distt. Bilaspur (Hp).

Document Fees
₹ 1770 /-

EMD
₹ 549499.0 /-

Tender Value
₹ 2.74 Crore /-

Submission Date
16-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Sub-Head : Earth Work
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
3	All kinds of soil
4	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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
5	All kinds of soil.
6	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
7	All kinds of soil
8	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
9	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
10	Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
11	All kinds of soil.
12	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
13	Sub-Head : Concrete Work
14	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
15	1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
16	1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
17	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
18	1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
19	1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded brick aggregate 40 mm
20	Centering and shuttering including strutting, propping etc. and removal of form work for :
21	Foundations, footings, bases for columns.
22	Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
23	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth.
24	Providing and laying in position cement concrete 1:3:6 (1cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) with 40% plums/stone boulders of specified grade and size and curing complete excluding the cost of centring & shuttering in retaining walls/ breast walls. The size of plums shall usually be 150mm to 300mm as per the directions of the Engineer-in-charge.
25	Supplying & back filling with well graded stone boulders of size 150 mm to 300 mm behind retaining wall complete as per the directions of the Engineer-in-charge. (Note :- 30% deductions in measurements shall be made for voids).
26	Providing and fixing 75mm dia P.V.C pipe (working pressure 4Kg/Sqcm) confirming to IS:13592 Type-A in retaining/breast walls for use as weep holes, laid to required slope complete as per the directions of the Engineer in charge.
27	Sub-Head : Reinforced Cement Concrete
28	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 :
29	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
30	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 :
31	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
32	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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
33	Centering and shuttering including strutting, propping etc. and removal of form for :
34	Foundations, footings, bases of columns, etc. for mass concrete
35	Suspended floors, roofs, landings, balconies and access platform
36	Shelves (Cast in situ)
37	Lintels, beams, plinth beams, girders, bressumers and cantilevers
38	Columns, Pillars, Piers, Abutments, Posts and Struts
39	Stairs, (excluding landings) except spiral-staircases
40	Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
41	Weather shade, Chajjas, corbels etc., including edges
42	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
43	Thermo-Mechanically Treated bars of grade Fe-500D or more.
44	Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
45	Making holes of 150mm dia and 100 to 200 mm depth in RCC slab by core cutting method or other suitable method for fixing SCI/ CI/ PVC pippes and sealing the joints with silicone adhesive and WATER sealant grout / white cement ro make water tight joint after fixing of pipes including scaffolding whereever requires all complete as per the direction of the Engineer-in-charge.
46	Sub-Head :Masonry Work
47	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
48	Cement mortar 1:6 (1 cement : 6 coarse sand)
49	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 :
50	Cement mortar 1:6 (1 cement : 6 coarse sand)
51	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.
52	Cement mortar 1:4 (1 cement :4 coarse sand)
53	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry.
54	Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
55	Sub-Cladding Work
56	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
57	Granite stone slab colour black, Cherry/Ruby red
58	Area of slab upto 0.50 sqm
59	Area of slab over 0.50 sqm
60	Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
61	Granite work
62	Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete
63	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinalpartitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finishedsmooth.
64	Granite Stone of approved shade
65	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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.
66	Sub-Head : Wood and P.V.C. Work
67	Deduct for not providing hinges in doors, windows or clerestory window shutters with :
68	ISI marked Stainless steel butt hinges with stainless steel screws :
69	For 2nd class teak wood and other class of wood shutters
70	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
71	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
72	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
73	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
74	Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :
75	35 mm thick shutters.
76	With ISI marked stainless steel butt hinges of required size - Second class teak wood
77	Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed withC.P. brass screws and PVC sleeves etc., wherever necessary complete :
78	25 mm dia
79	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 necessaryaccessories and screws etc. complete.
80	Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete.
81	Size 50 mm
82	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.
83	Twin rubber stopper
84	Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete.
85	Triple strip vertical type
86	Providing and fixing MS powder coated set of five pegs (Hooks) of approved quality with MS screws all complete as per direction of the Engineer-in-charge .
87	Providing and fixing PVC rubber Silencer on the rear side of door shutter to avoid collision between wall and door shutter as per directions of Engineer in Charge.
88	Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 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 2 mm 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.
89	Providing and fixing to existing door frames.
90	30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.
91	Providing and fixing fly proof stainless steel grade 304 wire gauge with average width of aperture 1.40 mm in both directions with wire of dia 0.50 mm to uPVC windows, doors & ventilators all complete with uPVC beading as per manufacturer's specification and direction of Engineer-in-charge. (Note :- uPVC beading to be paid in basic frame item).
92	Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc.
93	After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge.
94	Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately.
95	Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:
96	(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3
97	(ii) Sites with structure height more than 20m for all wind speeds.
98	Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.
99	Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system, (Height upto 1.8m).
100	Fixed window / ventilator without mullion / transom
101	Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter)
102	Casement Window with Double Rebate Frame with one Side Hung Glazed Panel and one Side Hung wire mesh Panel with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles on both glazed and fly screen panel
103	Using R3 series with frame (110mm & above ) x (45mm & above) & glazed sash (55mm & above) x (65mm & above) & fly screen sash (30mm & above) x (55mm & above) & metal grill (if required to be paid separately). (Height upto 1.8 meter)
104	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
105	125mm
106	100 mm
107	Providing and fixing cuboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edege banding tape with hot glue by edege bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately)
108	Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge.
109	Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydrarlic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge.
110	Providing and fixing glazing in uPVC windows, all complete with uPVC beading as per manufacturer's specification and direction of of Engineer-in-charge. ( Note :- uPVC beading to be paid in basic frame item). (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured).
111	6mm thick toughened glass .
112	Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge.
113	300x16 mm
114	250x16 mm
115	Providing and fixing bright /matt finished Stainless Steel tower bolt of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge..
116	250x10 mm
117	Sub-Head : Steel Work
118	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
119	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
120	Profile B - With Single Rebate of size 105 x 60 mm
121	Fixing with adjustable lugs with split end tail to each jamb.
122	Profile D of size 125x 60 mm with double rebate to suit the wooden shutter.
123	Fixing with adjustable lugs with split end tail to each jamb.
124	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
125	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
126	Providing and fixing stainless steel ( Grade 304) railing & Grills for Windows made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
127	Sub-Head : Flooring
128	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality 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), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
129	Providing and laying full body Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
130	Full body vitrified tile polished finish of size
131	Size of Tile 600 x 600 mm
132	Providing and laying Full body 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 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
133	Full Body vitrified tile of Size 600x600 mm
134	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade(0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of Engineer-in-charge.
135	Size of Tile 600 x 600 mm
136	Size of Tile 600x1200 mm
137	Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles
138	Providing and laying GVT Vitrified tiles of approved make and design (thickness to be specified by manufacturer) in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
139	GVT Vitrified Tiles of Size 600x1200 mm
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.
141	Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
142	Sub-Head : Roofing
143	Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
144	6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000
145	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
146	Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
147	Ridges plain (500 - 600mm)
148	Flashings/ Aprons.( Upto 600 mm)
149	Sub-Head : Finishing
150	12 mm cement plaster of mix :
151	1:6 (1 cement: 6 coarse sand)
152	15 mm cement plaster on rough side of single or half brick wall of mix :
153	1:6 (1 cement: 6 coarse sand)
154	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete :
155	New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
156	Finishing walls with Acrylic Smooth exterior paint of required shade :
157	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
158	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
159	Two or more coats on new work.
160	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
161	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
162	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
163	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.
164	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.
165	Two coats.
166	With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
167	Providing and fixing 22 gauge chiken wire mesh in required size and shape 150 mm wide and fixed with Bombay nails on vertical and horizontal junctions of RCC and AAC block masonary i/c scaffholding, all leads and lifts etc. Before plastering of surface all complete as per direction of E-In-Charge.
168	Sub-Head :Road Work
169	Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge.
170	60 mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
171	Sub-Head: Sanitary Installation
172	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :
173	W.C. pan with ISI marked white solid plastic seat and lid
174	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :
175	Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
176	Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-
177	(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
178	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
179	Kitchen sink without drain board
180	610x510 mm bowl depth 200 mm.
181	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
182	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
183	Semi rigid pipe
184	32 mm dia
185	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.
186	Providing and laying UPVC SWR pipes 110mm dia. [Type-B category] conforming to IS:13592-2013 of Supreme/ Diplast /Finolax make, including jointing with suitable PVC adhesive complete as per the direection of Engineer in Charge.
187	Providing and laying UPVC SWR pipes fittings ( Type B category) of Supreme/ Diplast /Finolex make including jointing with suitable PVC adhesive complete as per the direection of engineer in Charge.
188	Bend 87.5°
189	110 mm bend
190	Bend 87.5° with door
191	110 mm bend
192	Single tee without door
193	110x110x110 mm
194	Single tee with door
195	110x110x110 mm
196	Coupler
197	110mm
198	Vent Cowl : 110mm
199	Floor Trap 110 mm with CP Grating
200	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.
201	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.
202	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.
203	Sub-Head: Water supply
204	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.
205	15 mm dia. nominal bore
206	20 mm dia. nominal bore
207	25 mm dia. nominal bore
208	40 mm dia. nominal bore
209	Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anticorrosive bitumastic paint, cutting chases and making good the wall:
210	15 mm dia. nominal bore
211	20 mm dia. nominal bore
212	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work
213	20 mm dia. nominal bore
214	40 mm dia. nominal bore
215	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
216	25 to 40 mm nominal bore
217	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
218	25 mm nominal bore
219	40 mm nominal bore
220	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
221	25 mm nominal bore
222	Providing and fixing uplasticised PVC connection pipe with brass unions :
223	45 cm length
224	15 mm nominal bore
225	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
226	150 mm diameter
227	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
228	15 mm nominal bore
229	20 mm nominal bore
230	25 mm nominal bore
231	40 mm nominal bore
232	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
233	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:
234	15 mm nominal bore.
235	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
236	15 mm nominal bore
237	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
238	15 mm nominal bore.
239	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :
240	15mm nominal bore
241	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
242	Providing and fixing G.I. tank nipple including cutting and threading the pipe and making long screws etc. complete (New work)
243	15 mm nominal bore
244	20 mm nominal bore
245	25 mm nominal bore
246	40 mm nominal bore
247	Providing & fixing 15 mm dia CP Brass kitchen sink wall mixer of Victor make of Cera / Jaquar / Ess-Ess or equivalent all complete as per the direction of the Engineer-in-charge
248	Providing & fixing 15 mm dia CP Brass wall mixer with CP bend for shower arrangement for bathrooms of Victor make of Cera / Jaquar / Ess-Ess or equivalent all complete as per the direction of the Engineer-in-charge
249	Sub-Head: Drainage
250	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 :
251	150 mm diameter
252	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 :
253	150 mm diameter S.W. pipe
254	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
255	150 x 100 mm size P type.
256	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
257	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 :
258	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm 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) :
259	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
260	Extra for depth for manholes
261	Size 90x80 cm
262	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
263	Sub-Head: Water Proofing
264	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
265	(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
266	(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
267	(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
268	(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
269	Providing and fixing GI Spouts in depressed portions, 40mm dia and 60Cm long in Cement Mortar 1:4 (1 Cement: 4 Fine Sand) i/c making arrangement for smooth & efficient functioning of the spout as per the direction of the Engineer-in-charge.
270	ELECTRICAL PORTION SUB HEAD-I (Wiring)
271	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
272	Group B -Armory Block
273	Group B -Rescue Tower
274	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
275	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
276	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
277	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
278	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
279	4 X 1.5 sq. mm + 2 X 1.5 sq. mm earth wire
280	4 X 10 sq. mm + 2 X 6 sq. mm earth wire (For Power DB)
281	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
282	20 mm
283	25 mm
284	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/PVC conduit as required.
285	2x1.5 sq. mm
286	3x1.5 sq. mm
287	4x1.5 sq. mm
288	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required.
289	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
290	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. of 3 pin 5/6 A modular socket outlet and 2 nos. of 5/6 A modular switch, connections etc. as required.
291	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
292	5/6 amps switch
293	15/16 amps switch
294	3 pin 5/6 amp socket outlet
295	6 pin 15/16 amp socket outlet
296	TV antenna socket outlet
297	RJ-45 Jack with Cat 6 One Module
298	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.
299	1 or 2 Module (75mmX75mm)
300	4 Module (125mmX75mm)
301	8 Module (125mmX125mm)
302	Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
303	1 run of cable
304	Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
305	1 run of cable
306	S/Fixing hexagonal fan box of size 150 mm dia made outof 16 SWG MS sheet including 12mm dia MS rod in the U shape with its vertical legs bent horizontally at the top at least 19 cm on either side and bound to the top reinforcement of the roof at the time of casting i/c S/F 3 mm thick phenolic laminated sheet at the bottom complete as reqd.
307	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
308	SUB HEAD-II (Distribution System)
309	Supplying and fixing following way, vertical type TPN, sheet steel, MCB distribution board, 415 volts having provision for MCCB as incomer, on surface/ recess, complete with metal door, tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCCB/ RCCB/ Isolator)
310	4WAY (4+4+4) Double Door ( Model:-DTVTL004DD of Lauritz & Knudsen
311	Supplying and Fixing Four pole, 100A rating MCCB with Fixed Thermal-Fixed Magnetic Release, breaking capacity 10KA at 415V with With Spreader Links for interconnection in the existing vertical DB i/c making interconnection etc as required. (M/s Lauritz & Knudsen , Model-DY125U 100A 10kA FTFM -EM90984OOKO or equivalent similar superior make)
312	Supplying and fixing following way, horizontal type SPN / TPN, sheet steel, MCB distribution board, 240/ 415 volts, on surface/ recess, complete with metal door, tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
313	4 Way TPN (8+12) Double Door Glazed ( Make& Model- Lauritz & Knudsen Model-DTTPN004GD-Tripbox NXT)
314	6WAY (2+4) Double Door GlazedSPNDB (Make L&K) DTSPN006GD Tripbox NXT
315	Supplying and fixing following rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
316	5 amps to 32 amps, 240 volts Single pole.
317	25A DP MCB
318	63 amps, 415 volts Four pole.
319	63 amps, TP MCB
320	S/F Following rating MCB power protected unit suitable for operation on 230V single phase AC supply complete with all accessories i/c making interconnection etc as required.
321	Supplying and fixing 63 Amps., four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
322	Supplying and fixing Adaptor Box(s) fabricated out of 16 SWG M.S. sheet complete with cutting, welding, painting, sign writing etc. all as required.
323	Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
324	SUB HEAD-III (Earthing )
325	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories,and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
326	Supplying and laying 25 mm X 5 mm G.I strip on surface or in recess etc as required.
327	Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc.as reqd
328	Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. Please Enable Macros to View BoQ information

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Tender For Construction Of Armoury Block And Rescue Tower Including Site Development For Btc Home Guards At Markand, Distt. Bilaspur (Hp)., Bilaspur-Himachal Pradesh

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Tender For Construction Of Armoury Block And Rescue Tower Including Site Development For Btc Home Guards At Markand, Distt. Bilaspur (Hp)., Bilaspur-Himachal Pradesh

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