Tender For Construction Of Urban Primary Health Centre (Non 24X7) Near G.S. Garden At Sujanpur In Distt. Pathankot, Pathankot-Punjab

TDR : 54515672

Tender Notice
BOQ

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Pathankot , Punjab

Tender Brief : Tender For Construction Of Urban Primary Health Centre (Non 24X7) Near G.S. Garden At Sujanpur In Distt. Pathankot

Document Fees
₹ 10000 /-

EMD
₹ 279672.0 /-

Tender Value
₹ 1.39 Crore /-

Submission Date
16-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
2	Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concrete mixing volumetric type
3	Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
4	Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
5	First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
6	Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steelreinforcement centring and shuttering in supersturcture.
7	Extra Rate for First Floor
8	Extra Rate for Second Floor
9	Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
10	Extra Rate for First Floor
11	Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
12	Extra Rate for First Floor
13	Extra Rate for Second Floor
14	Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
15	Extra Rate for First Floor
16	Extra Rate for Second Floor
17	Centring and shuttering for stair cases with sloping with soffits including risers and stringers.
18	Extra Rate for First Floor
19	Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
20	Extra Rate for First Floor
21	Extra Rate for Second Floor
22	Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete
23	Extra Rate for First Floor
24	Extra Rate for Second Floor
25	First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
26	Extra Rate for First Floor
27	Extra Rate for Second Floor
28	115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure
29	Extra Rate for First Floor
30	12.5mm thick cement plaster 1:5.
31	Extra Rate for First Floor
32	Extra Rate for Second Floor
33	20 mm thick cement plaster 1:5 in two coats work.
34	Extra Rate for First Floor
35	Extra Rate for Second Floor
36	12.5mm thick cement plaster 1:4.
37	Extra rate for First Floor
38	Extra rate for Second Floor
39	20mm thick cement plaster 1:4 in two coat work.
40	Extra rate for First Floor
41	Extra rate for Second Floor
42	Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge.
43	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS Clamp U-PVC pipes (working pressure 4kgf. / sqcm) pipe 110 mm dia.
44	Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in- charge.UPVC 110 mm bend
45	Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
46	Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.
47	Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating
48	Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on- edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3.
49	Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg./Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing
50	Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, wherespecially specified.
51	Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead
52	Earth filling :--Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating leadupto 30 metres
53	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
54	Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping usingmechanical mixer for mixing of material
55	Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) :.
56	Extra Rate for First Floor
57	Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing
58	Extra Rate for First Floor
59	Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects.
60	Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability)
61	Extra Rate for First Floor
62	Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps..
63	Extra labour for projected nosing of stair case of any shape and design
64	Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
65	Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
66	Door and window frame of size 113mmx60mmx with 35mm wide single rebate
67	Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter.
68	Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg/sqm exceeding 0.4 sqm of area (CSR-18.25 B-598+5.25%=629.39)
69	Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash-welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer- in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items)
70	Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.(755+20%)
71	Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position (18.4)
72	Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick
73	Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm
74	Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 300mm x 16mm
75	Providing & fixing factory made Solid PVC Chowkhat Door frame of the size 50mm x 47mm with a wall thickness of 5mm made out of extruded 5mm PVC foam sheet, mitre cut at 2 corners & joined with 2Nos of 150mm long brackets of 15 x 15mm M.S square tube. the two vertical doors profiles are to be reinforced with 19 x 19mm M.S square tube of 19 guage, the door framed shall be fixed to the wall using 65/100mm long M.S screws through the frame by using fasteners. a minimum of 4 nos of screws to be provided for each vertical member & minimum 2nos for horizontal member etc. as per manufacturer's specification,conforming to test criteria specified in IS:4020-1998, Drawings and to the entire satisfaction of engineer-in-charge.
76	Providing and fixing of 30mm thick factory made Polyvinyl Chloride (PVC) door shutter (without chowkhat) made of styles and rails of a UPVC Plug profile section of size 30mm x 60mm and wall thickness 2mm ±0.2mm with inbuilt decorative molding edging on one side. The styles and rails with plastic brackets of size 75x220mm meter and welded at the corners. The- stiles of the shutter reinforced by inserting galvanized MS tube of size 25x20mm and 1mm ± 0.1mm wall thickness. The lock rail made up of ‘H’ section, a UPVC Plug profile section of size 30mm x 100mm and 2mm±0.2mm wall thickness welded to the shutter style with a UPVC Plug profile section single panel of size not less than 620mm, having overall thickness of 20 mm and 1 mm±0.1 mm wall thickness with 20 mm panel beading of suitable size/Glass(4mm thick plain glass)/louver section, louver frame of suitable size, as per manufactures specification and direction of Engineering- charge. (For WC and bathroom door Shutter)
77	Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
78	Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
79	Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti ncluding finishing the surface to required finish complete.
80	Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
81	Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
82	Applying priming coat with metal primer on new steel or iron work including preparation of surface.
83	Finishing walls with acrylic smooth extarior paints at required shade with two or more coats applied @ 1.67 ltr/10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 Sqm
84	Providing and fixing tiled false ceiling at height upto 4 mtr of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending.) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T,bottom exposed width of 24 mm of all Tsections shall be pre-
85	Construction of Plinth protection complete
86	Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge.
87	Cement Concrete 1:8:16 with 40mm guage stone aggregate using mechanical mixer. (10.6 b ii)
88	First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. (11.3 (i))
89	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material (14.3)
90	Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material).
91	12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. (15.10)
92	Parking
93	Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications.
94	Cement Concrete 1:5:10 with brick ballast 40mm gauge.
95	Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. (14.138
96	Steel Gate
97	Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
98	Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect
99	PUBLIC HEALTH WORKS
100	Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type B
101	110mm o/d single socket SWR UPVC pipe lines laid complete
102	90mm o/d single socket SWR UPVC pipe lines laid complete
103	Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining.
104	For 110mm o/d pipes
105	Elbow 90 degree (all side socket)
106	Vent Cowls
107	Coupler
108	Single Tee With Door
109	Floor Trap 110mm x 110mm
110	For 90mm o/d pipes
111	Elbow 90 degree (all side socket)
112	Coupler
113	Single Tee With Door
114	Providing PVC solvent cement joints to SWR Pipes and specials including cost of PVC solvent cement and tools etc of approved make (to the approval of Engineer-in-charge)
115	110mm o/d
116	90mm o/d
117	Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting.
118	M.S. Holder bats clamps for 100mm i/d as per table-1
119	Core cutting in RCC slab 125mm dia or 150mm dia withe the help of core cutting machine as per requirement at site & as desired by Engineer-in-Charge.
120	Providing and fixing galvonised hanging clamp 100mm dia chimney type for PVC pipe, 12mm galvonised fully thread bar with nut bolt as per requirement at site & as desired by Engineer-in-Charge.
121	Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.
122	100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm as per table-1
123	Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.
124	450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal
125	CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), 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 including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge.
126	CPVC SDR 11 Pipe & fitting 16mm o/d
127	SDR 11 CPVC pipes & fittings 20mm o/d
128	CPVC SDR 11 Pipe & fitting 25mm o/d
129	CPVC SDR 11 Pipe & fitting 32mm o/d
130	CPVC SDR 11 Pipe & fitting 50mm o/d
131	Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mm
132	qty same as GI P 15mm i/d to 25 mm (Table-2)
133	Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required.
134	Through wall 11.43 cm thick Detail as per Table-2
135	Through wall 22.86 cm thick Detail as per Table-2
136	Providing, fixing and jointing CPVC Ball valves screwed with CPVC ball & spindle & Teflon seats, on CPVC Pipe lines including all carriages complete.
137	20mm i/d Brass Ball valves
138	25mm i/d Brass Ball valves
139	32mm i/d Brass Ball valves
140	50mm i/d Brass Ball valves
141	Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.
142	Providing and fixing in position Chinaware extended wall mounted E. W.C. type suite (size 66 x 46 x 77.5 cm ) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) with or without 10 ltr. chinaware matching flushing cistern and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.
143	Chinaware extended wall mounted E W.C. with matching chinaware cistern and seat cover complete in all respect
144	Providing and fixing jet spray with 2'-6\\" long PVC pipe.With PTMT nut
145	Providing & Fixing in position C.P. Brass Hexa Nipple 15mm of approved make (to the approval of Engineer-in-charge ) complete in all respect.
146	Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tubeconnection 300 mm long complete.
147	Vitreous white Chinaware PartitionLarge partition size 75 x 16.5 x 36.5 cm
148	Providing & fixing in position Water Dispenser Top Loading (with refrigration capacity 15 ltr) of approved make (to the approval of Engineerin-charge ) dispensing hot/cold/ambient water including cost of two no. 20 ltrs packaged drinking water bottles and carriage complete in all respect.
149	Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect.
150	Providing and fixing in position vitreous Chinaware white laboratory sinks of approved make (to the approval of Engineerin- charge) consisting of a pair of brackets, C.P. brass waste 40mm complete in all respect.
151	Size 470mmx370mmx180mm
152	Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect.
153	Double bowl Sink without drain board Overall size 1330x515 bowl size 560x410x200mm
154	Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect. PVC tube connection of size 15 mm x 375 mm with PTMT nut
155	Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect.
156	Providing and fixing in position C.P. brass bottle trap 32mm dia with 40 mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect.
157	Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect.
158	Providing and fixing in position C.P. Acryli shelf with C.P.bracket and guard rails of approved make (to the approval of Engineer-incharge ) fixed in with rawl plugs and C.P brass screws complete in all respect.
159	CP brass Acrylic Shelf size 560mmx130mm
160	C.P. brass Glass Corner with rail 8 mm thickness and height 250 mm
161	Providing and fixing in position C.P. brass soap dish of approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect.
162	Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect.
163	C.P. brass Bib cock long nose/ long body without flange
164	C.P Brass bib cock foam flow without flange
165	Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.
166	C.P.brass 15mm Angle valve without flange
167	C.P.brass 15mm Concealed stop cock with flange
168	Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect.
169	Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-incharge )with various fixtures complete in all respect. C.P. Brass extension piece, 25mm long to 50mm long
170	Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) (Size 600mm x 450mm)
171	Providing and fixing in position premium range C.P. Brass Fittings and accessories of approved make (to the approval of Engineer-in-charge ) complete in all respect.C.P. Brass Accessories:
172	C.P. brass Bib cock with Wall flange
173	C.P.brass 15mm Angular stop cock with Wall flange
174	C.P. brass 15mm Concealed stop cock with adjustable wall flange with seal.(Outer +Inner Body)
175	C.P. brass toilet roll holder with flap
176	C.P. brass towel rack 600mm long with lower hangers
177	Providing & Fixing in position C.P./Aluminium Khunti of approved make (to the approval of Engineer-in-charge ) fixed into wall with C.P. brass screws and rawl plugs etc. complete in all respect. C.P. Brass khunti with 3 pegs
178	Providing and fixing in position vitreous Chinaware white channel of approved make (to the approval of Engineer-in-charge) of size 600 mmx100mm including laying and fixing in cement concrete 1:2:4 complete in all respect.
179	Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank. Tripple Layer Tanks
180	Providing and fixing in position automatic brass Ball Cock in tanks. Brass Ball Cock with rod and Plastic Ball
181	Brass Ball Cock with rod and Plastic Ball 32mm i/d
182	Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect.
183	G.I. tank nipple 25mm i/d
184	G.I. tank nipple 50mm i/d
185	Construction of Plateform complete as per specification & as desired by Enginer-in-charge
186	For 1000 ltr Water Tank
187	For 2000 ltr Water Tank
188	Providing and fixing in position SS Grab Bar Grade 304 of approved make (to the approval of the Engineer-in-charge) fixed in to wall with brass screws complete in all respect.
189	35mm dia 900mm (36”) long
190	35mm dia 1200mm (48”) long
191	Foldable U Type 762mm long
192	Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material
193	Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material
194	Extra rate for First Floor
195	Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete .
196	Extra rate for First Floor
197	Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
198	Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps..
199	Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarsesand).
200	Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
201	Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect.
202	Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided:-Automatic Voltage Stablizer 2 KVA
203	Automatic Voltage Stablizer 4 KVA ( For AC's)
204	Providing & fixing in position UV filter having flow rate 200 ltr/hr with 3 stage purification process having 16 watt UV lamp and 35 Watt power rating of approved make (to the approval of Engineer-in-charge ) includingcarriage and fixing in position complete in all respect.
205	Providing & Installing & Erection split type wall mounted air conditioner with inverter technology capacity 1.5 tonne 5 Star having nature friendly R32 or equivelant 230 volts single phase supply witht MCB arrangement for installing OD units on terrace/Wall including inlet and outlet copper tubes with proper insulation drainage arrangement cable link between ID unit and OD units stand for OD unit and connection of concealing of Copper pipes and drainage pipe within building and installing charges complete in all respects. ( Rates as per allotmet of JCC Amritsar)
206	Providing & Installing & Erection split type wall mounted air conditioner with inverter technology capacity 1.0 tonne 5 Star having nature friendly R32 or equivelant 230 volts single phase supply witht MCB arrangement for installing OD units on terrace/Wall including inlet and outlet copper tubes with proper insulation drainage arrangement cable link between ID unit and OD units stand for OD unit and connection of concealing of Copper pipes and drainage pipe within building and installing charges complete in all respects
207	Providing laying hard soft copper concealing of copper pipes of various dia as per requirement and wall thickness 0.8mm, insulated, 4mm electric wire sheathed 3 core double insulated / taping laying in chase cutting of wall and repairing the same within the building and installing charges complete in all respects.
208	Providing, laying, jointing, fixing and testing ISI Marked uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete.uPVC Pipe 10 Kgf/cm225mm i/d
209	Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mm
210	Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by theEngineer-in-charge:-
211	Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required.
212	Through wall 11.43 cm thick
213	Through wall 22.86 cm thick Detail as per Table-2
214	Providing and installation of tube well, & Development of Head works
215	Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , quipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.
216	Boring with 200mm id Housing Pipe Upto 150 m depth BGL.
217	Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.
218	150 mm nominal size dia.
219	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
220	150 mm nominal size dia.
221	Supplying & Fixing of M.S pipe bail plug suitable for 150 mm dia UPVC casing pipe having thickness of socket as 12 mm ,length 100 mm & base plate of 8 mm thick complete in all respect.
222	Supplying and fixing well cap having threads to fix on housing pipe complete in all respect 150mm id.
223	Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis)
224	Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample received from the bore
225	Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide, Urainium etc.)
226	Development and stabilizing of the Tubewell with Air Compressor and submersible pumping set of required capacity as directed by the Engineer-in-charge including the cost of tools and appliances and consumable to the satisfaction of Engineer-in-charge.
227	Providing sterlization of tubwell as per IS 2800-1991
228	Providing and Installing Testing & Commiissioning of 1 Nos Electrically driven submersible Pump set of capable of delivering 70 LPM against a head of 72 mtr.
229	Providing and Installing Electric Control panel board consisting of electrical appliances such as automatic star Delta Push Button or oil immersed starter, Main switch, VM, Ampere Meter, ELCB, shut capacitor. Single phase, preventer, indicating laps, Kit-Kat etc. complete ina all respets.
230	Providing and Fixing 50 mm G.I. Column Pipe (in 3mtr lengths each with flnages, screwed and welded on both sides) rubber gaskets, nuts and bolts
231	Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-
232	Overall size 2.5sq.mm (84/0.3mm), 3Core
233	Construction of Gravel Pit outside the Pump Chamber. (0.90m Dia.) as per standard design & drawings of public health department.
234	Providing, installing, testing and commissioning one no. electrically actuated diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 ltr. o f bleaching powder solution/ sodium hypo solution per hour under maximum delivery pressure up to 7kg cm2, and suction lift not less than 1.5m, as per DWSS standard specification ( Make: Milton Roy or equivalent Make)
235	Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
236	INTERNAL - EXPOSED ON WALL :Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings with one step PVC solvent cement and testing of pipes complete as per direction of Engineer-in- Charge.
237	SDR 11 CPVC pipes & fittings 50mm o/d
238	Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.
239	50mm i/d Sluice Valves flanged
240	Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
241	Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.
242	110 mm o/d pipes
243	For Sewer Line GT to IC 4mtr each 110mm
244	160 mm o/d pipes
245	For Sewer Line IC to IC and IC to MH 4mtr each
246	Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.
247	For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky
248	Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
249	Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.
250	For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky
251	Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
252	First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
253	Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type
254	Floating coat of 1:5mm thick neat cement laid in one operation to the topping
255	12.5 mm thick cement plaster 1:3
256	Cement rendering on plaster 1mm thick
257	Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
258	Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
259	Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design
260	Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).RCC Man hole cover with Frame 560mm i/d RCC man hole cover with frame as per ISI
261	Heavy duty
262	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm Diametre Please Enable Macros to View BoQ information
263	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm Diametre Please Enable Macros to View BoQ information

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