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Tender For Construction Of Athletic Track Sitting Excercise Steps And Toilet In Sports Ground Of Govt. State College Of Education At Patiala Punjab, patiala-Punjab

Public Works Department-PWD has published Tender For Construction Of Athletic Track Sitting Excercise Steps And Toilet In Sports Ground Of Govt. State College Of Education At Patiala Punjab. Submission Date for this Tender is 31-07-2023. Toilet Bathroom Tenders in patiala Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

38655206
Tender For Construction Of Athletic Track Sitting Excercise Steps And Toilet In Sports Ground Of Govt. State College Of Education At Patiala Punjab
Open Tender
Indian
Punjab
patiala
31-07-2023

Tender Details

Construction Of Athletic Track Sitting Excercise Steps And Toilet In Sports Ground Of Govt. State College Of Education At Patiala Punjab

Key Value

Document Fees
INR 5000 /-
EMD
INR 182939.0 /-
Tender Value
INR 91.46 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF ATHLETIC TRACK, SITTING/EXCERCISE STEPS & TOILET IN SPORTS GROUND OF GOVT. STATE COLLEGE OF EDUCATION AT PATIALA (PUNJAB)
Sl. No. Item Description
1CIVIL WORKS Construction of Toilet Block (Single Storey) Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
2Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer"sspecifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
3Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
4Reinforced 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.
5Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
6First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
7Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines.
8Reinforced cement concrete M-20mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. Door Lintels
9Shelves
10Beams
11Slab
12Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
13Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
14First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level..
15Extra rate for First Floor
16115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
1712.5mm thick cement plaster 1:5.
1820 mm thick cement plaster 1:5 in two coats work.
1912.5 mm thick cement plaster 1:4.
2020 mm thick cement plaster 1:4.
21Extra rate for First Floor
22Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
23Providing 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.
24Providing 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
25Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
26Top 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.
27Bottom 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.
28Providing and fixing in position gratings 150mm x 150mm for gully trap. PVC grating
29Terracing 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
30Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
31Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying inplinthin 15 cm layers including ramming, watering and consolidating including all leads.
32Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
33Base 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
34Providing and Laying Out DoorPrecast 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 slurrycontainingpigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
35Supply & Fixing of door frames (Chowkhats) consisiting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steele as per IS : 513) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 Nos 100mm butt-hinges 2mm thick, 6 Nos M.S hold fast with split and tail welded to stiffner plate 200mm long, Receiver for aldrop, M.S tie rod 50mmX 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. Doors frame of size 80mm X 50mm with 37mm wide single rebate for 35mm door shutter.
36Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate.
37Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. Glazed Windows shutter Section 47mm x20mm (Without Glass)
38Wire Mesh Windows shutterSection 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch
39Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM)
40Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item) Float glass panes of 5.5mm thickness
41Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
42Providing & fixing 16 guage 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 Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects.
43Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) :For fixed portion & Chaukhat
44For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required
45Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop ..
46Providing & fixing ACP Sheets of various thickness High Class ISI markedcomplete in all respect as per the directions of Engineer-in-charge. 4mm thickACP Sheet
47Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur Green Marble Tiles ofthickness 12mm to 15mm Slabs sizes above 0.50 sqm
48Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). Udaipur Green Marble Tiles ofthickness 12mm to 15mm Slabs sizes above 0.50 Sqm
49Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
50Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
51Factory manufactured 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
52Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm
53Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation No. III (size of door 851mm to 1000mm)
54Providing and fixing aluminium 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 : 250mm x 16mm
55Cold 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
56Providing 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.
57Preparation 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
58Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
59Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats)
60Applying priming coat with metal primer on new steel or iron work including preparation of surface.
61Preparation 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 including finishing the surface to required finish complete.
62Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping et
63Painting 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.
64Finishing walls with Premium Acrylic smooth exterior paintwith silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
65Construction ofPlinth protection complete as per drawing. Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
66Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
67115 mm thick brick wall laid in cement mortar 1 :4 without reinforcement in foundation and plinth.
68Earth filling with good quality earth obtained from out side the plinthincluding compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compactingwithrammer complete as per specifications.
69Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling(Using mechanical mixer for mixing of material)
70Conglomerate floor 40mm thick cement concrete topping 1:2:4(Using mechanical mixer for mixing of material).
7112.5 mm thick cement plaster 1:5complete in all respect as per specifcation, drawing andto theentire satisfication of Engineer-In-Charge.
72Construction of 200 mtr Athletic Track (Cinder finished) Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
73Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type
74First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
75Plain cement concrete M-20 grade precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in positionincluding carriage to site of work complete as per technical clause 408 of MORT&H specifications
76Sand filling under floor and in wells of bridge foundation including handling withing 100 metres
77Providing and Laying Brick bats in 115 mm layers grouted with sand,including all leads complete as per specification and as per entire satisfaction of engineer-in-charge.
78Lime concrete 1:2:8 (0.13 cum lime 0.26 cum surkhi one cum brick ballast) 40mm gauge
79Supplying and filling cinder including light ramming complete as per specifications (kiln Cinder)
80Applying priming coat with cement primer in all shade on newly plastered or concrete exterior sufrace
81Painting 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.
82Construction of Stage Covered with Sheet Roofing Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
83Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
84Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type
85Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
86First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
87Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufacture guidelines.
8812.5 mm thick cement plaster 1:4.
8920 mm thick cement plaster 1:4.
9020mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per sqm laid hot and sanded Vertical
91Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying inplinthin 15 cm layers including ramming, watering and consolidating including all leads.
92Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
93Base 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
94Kota 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) :
95Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing
96Providing 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.
97Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
98Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
99Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- Above 15.00 mt. Span including the cost for machinery i.e. Hydra cranes etc. for hoisting in position.
100Providing and fixing ( PPGL) precoated painted galvalume sheet roofing(size, shape and pitch of corrugation as approved by Engineer-in-charge)The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self 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. 0.60 mm (+ 0.05 %) thick
101Applying priming coat with metal primer on new steel or iron work including preparation of surface.
102Painting 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.
103Preparation 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
104Finishing walls with Premium Acrylic smooth exterior paintwith silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
105Construction of Sitting/Exercise Steps Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
106Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
107Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition. Size 75 mm x 75 mm
108Reinforced cement concrete M-25 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.
109Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
110First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
11112.5 mm thick cement plaster 1:4.
11220 mm thick cement plaster 1:4.
11320mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per sqm laid hot and sanded Vertical
114Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying inplinthin 15 cm layers including ramming, watering and consolidating including all leads.
115Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
116Kota 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) :
117Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing Total all Floor
118Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
119Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
120Cold 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
121Preparation 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
122Finishing walls with Premium Acrylic smooth exterior paintwith silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
123Outer infrastructure Construction of Internal Approach Road, Parking/pavement Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications.
124Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
125Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M-35 grade manufacturedby 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.
126Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours.
127Plain cement concrete M-20 grade precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in positionincluding carriage to site of work complete as per technical clause 408 of MORT&H specifications
128Applying priming coat with cement primer in all shade on newly plastered or concrete exterior sufrace
129Painting 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.
130PUBLIC HEALTH SERVICES Sub Work-1 Sub Head-1 Internal Sewerage SystemProviding 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 110mm o/d single socket SWR UPVC pipe lines laid complete
13175mm o/d single socket SWR UPVC pipe lines laid complete
132Providing 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. For 110mm i/d pipes Elbow 90 Degree (All side socketed)
133Coupler
134For 75mm i/d pipes Coupler
135Floor Trap 110mm x 75mm
136Providing PVC solvent cement joints to SWR Pipes and specials including cost of PVC solvent cement and toolsetcof approved make (to the approval of Engineer-in-charge) 110mm o/d
13790mm o/d
138Providing 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 minimumdepth of water should be 150 mm with a minimum seal 50mm. 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
139Construction 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.450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal
140Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. uPVC Pipe 6 Kgf/cm2 50mm i/d as per table-1
141Sub Head-2 Internal Water Supply System 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. CPVC SDR 11 Pipe & fitting 16mm o/d
142SDR 11 CPVC pipes & fittings 20mm o/d
143CPVC SDR 11 Pipe & fitting 25mm o/d
144Cutting 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
145Cutting 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. Through wall 11.43 cm thick Detail as per Table-2
146Through wall 22.86 cm thick Detail as per Table-2
147Providing, fixing and jointing Cpvc Union Couplings with Upvc Pipes complete in all respect. 20mm i/d Cpvc Union
14825mm i/d Cpvc Union
149Providing, fixing and jointing CPVC Ball valves screwed with CPVC ball & spindle & Teflon seats, on CPVC Pipe lines including all carriages complete. 25mm i/d CPVC Ball valves
150Sub Head - 3 Sanitary Installation 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. Detail attached as per Table-3
151Providing and fixing jet spray with 2"-6" long PVC pipe.With PTMT nut Detail attached as per Table-3
152Providing & Fixing in position C.P. Brass Hexa Nipple 15mm of approved make (to the approval of Engineer-in-charge ) complete in all respect. Detail attached as per Table-3
153Providing 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 tube connection 300 mm long complete.
154Providing 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. Size 49 cm dia (above counter round)
155Size 550 mm x 400 mm x 815mm
156Providing 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.
157Providing & 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
158Providing and fixing P.V.C Waste Pipe Collapsible 32mm complete in all respect.
159Providing and fixingin positiontowel 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. C.P brass towel ring
160Providing and fixingin position C.P. brass soap dishof approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect.
161Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect. C.P. brass Bib cock long nose/ long body without flange
162C.P Brass bib cock foam flow without flange
163Providing & Fixing in postion CP Brass Spout Operated Pillar Tap with base flange (for foot operated valve) of approved make (to the approval of Engineer-in-charge)complete in all respect (instead of Pillar tap in Lavatory Suites). Detail as per Table-3 & 4
164Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect. C.P.brass 15mm Angle valve without flange
165C.P.brass 15mm Concealed stop cock with flange
166Providing & 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.
167Providing & 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
168Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backingfixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on topcomplete in all respect (as required by the Engineer-in- Charge) (Size 600mm x 450mm)
169Providing and fixing in position premium range C.P. Brass Fittings and accessoriesof approved make (to the approval of Engineer-in-charge ) complete in all respect. C.P. Brass Accessories: C.P. brass toilet roll holder with flap
170Providing & 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
171Providing 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.
172Providing & 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. Double Layer Tanks
173Providing and fixing in position automatic brass Ball Cock in tanks. Brass Ball Cock with rod andPlastic Ball Brass Ball Cock with rod andPlastic Ball 32mm i/d
174Providing and fixing in position cPVC. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect. cPVC. tank nipple 50mmi/d
175Construction of Plateform complete as per specification& as desired by Enginer-in-charge For 1000 ltr Water Tank
176Providing and fixingin position SS Grab Bar Grade 304of approved make (to the approval of the Engineer-in-charge) fixed in to wall with brass screws complete in all respect. 35mm dia900mm (36”) long
17735mm dia 1200mm (48”) long
178Foldable U Type 762mm long
179Sub Head-4 Flooring and Wall Tile 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
180Providing 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 .
181Providing and fixing 1st quality ceramic glazed wall tilesMatt/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: 4fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
182Coloured 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..
183Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.)
184Sub Head -5 Drinking Water CollerProviding & fixing in position Water Coolerwithout Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect. Water Cooler Full Steel Body 150/150 ltr without Stablizer Detail as per Table-3
185Supply 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 boxof 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
186Providing & fixing in position Commercial RO without reservoir with four no cartridge/ membrane having flow rate 50 ltr/hr with 6 stage purification process of approved make (to the approval of Engineer-in-charge ) including carriage and fixing in position complete in all respect.
187Sub Head-1 Submersible Pump Submersible Pump Boring withcasing pipe for tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested, equipment as required such as hand boring machine and its accessory, transportation to site and vice versaetc. complete in all respect. Boring with 150mm idHousing Pipe
188Supplying, assembling, lowering and fixing in vertical position in bore well, un-plasticized 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 – in-charge. 100 mm nominal size dia.
189Supplying, assembling, lowering and fixing in vertical position in bore well un-plasticized 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. 100 mm nominal size dia.
190Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. 100mm internal diameter
191Providing & Fixing of Bail Plug
192Providing and installing submersible motor 5.00 HP alongwith assembly, Electrical control panel including electrical connections complete in all respects.
193Providing and laying, jointing, fixing, testing ISI MarkedG.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 50mm i/d
194Providing & installation of Automatic on/of Controller make Boparai or its equivalent including cost of required length of cable upto main board.
195Development of Tubewell with Submersible pumping set
196Providing & fixing 4mm 3 core cable water proof to Submersible Pump complete in all respect as per specifications
197Providing & fixing of MS Clamp
198Supplying at siteofgravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe)
199Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects.
200Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)
201Sub Head-2 Estate Water SupplyExcavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cuttingin streets or open areaincluding 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.
202INTERNAL -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. SDR 11 CPVC pipes & fittings 50mm o/d
203Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. 50mm i/d Brass Ball valves
204Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standarddesign & drawings of public health department.
205Providing & fixing C.I indicating plates of size 100mm x 100mm for SV/FH including synthetic enammel paint & letters in white enamel paint , fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including concrete block complete in all respect as directed by Enginner-in-Charge.
206Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete.
207Sub Work-3 Sub Head-1 Estate SewerageProviding, 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. 110 mm o/d pipes
208160 mm o/d pipes
209Excavation 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. For depthexceeding 3.0 m but not exceeding 4.5 m B.G.L. For all classes of soil except rocky
210Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
211Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard Inside size 90x150 cmExcavation 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. For depthnot exceeding 3.0 mB.G.L. For all classes of soil except rocky
212Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
213First class burnt brick work laid in cement sand mortar 1:4 in foundation andplinth
214Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type
215Floating coat of 1:5mm thick neat cement laid in one operation to the topping
21612.5 mm thick cementplaster 1:3
217Cement rendering on plaster 1mm thick
218Reinforced 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.
219Cold 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
220Providing 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
221Providing & 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
222ELECTRICAL SERVICES Providing Internal Electrical Installations POINT WIRING: RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-Wiring light point
223Wiring 3 Pin 6 Amp. Plug control comprising wall socket point
224Wiring 3 pin 16/20 amp. power plug control point
225SUPPLY AND ERECTION OF WIRING ACCESSORIES: Supply and erection of switches, sockets and other accessories (flush piano type/ modular accessories) in the existing bakelite/ modular cover frame including fixing & connections and petty material etc.:- Ceiling Rose (Flush Piano type)
226COPPER WIRES & CONDUIT PIPE:PVC INSULATED SINGLE CORE FR COPPER CONDUCTOR CABLE: Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade 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:-Overall size 1.5sq.mm (Un-sheathed)
227Overall size 2.5sq.mm (Un-sheathed)
228PVC, HDPE PIPES & PVC FLEXIBLE PIPES: Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:- Heavy gauge PVC conduit pipe 20mm dia. (ISI marked) Flushed
229Heavy gauge PVC conduit pipe 25mm dia. (ISI marked) Flushed
230Supply and erection of PVC flexible pipe complete without compression glands, locking arrangement, check-nuts as required:- PVC Flexible Pipe 25mm dia.
231Supply and erection of Compression glands, Locking arrangement, Checknuts for PVC flexible pipe complete with as required:- PVC compression Socket gland 25mm dia.
232MCB"S & MCB DISTRIBUTION BOARDS: SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB/ RCBO/ RCCB"s: Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, colorcoded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO"s/ RCCB"s in the distribution board (For SP&N distribution board with provision DP MCB"s/ RCCB"s/ RCBO"s as incomer and SP MCB"s as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB"s/ RCCB"s/ RCBO"s as incomer and SP MCB"s as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:- SP&N Double Door Distribution Board 4 way each
233MINIATURE CIRCUIT BREAKERS: Supply and erection of Miniature Circuit Breaker MCB"s for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-MCB Single Pole 6-32amp. (10kA, Curve-C)
234MCB Double Pole 6-32amp. (10kA, Curve-C)
235EARTHING SYSTEM (INDOOR): GI EARTHING :- Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 metre in length (including boring & refilling). Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length)
236INDOOR LT CABLES & DWC PIPE: XLPEINSULATED UN-ARMOURED CABLES (LOOSE):- Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- Overall size 6sq.mm (2Core) Un-armoured (Loose)
237DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES: Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:- Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.)
238Supply and erection of LED batten 20watt LED (including LED driver) withHigh quality extruded aluminium with efficacy of LED fixture minimum 100 lumens per wattand operating voltage between 140 to 270 volt, input AC frequency 50 Hz ± 3 %, housing & driver shall be of same brand, supported with LM 79 reports not more than 2 years old from NABL /UL accredited laboratory completealong with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. The certification and specifications of the LED Fitting"s should beas approved by O/o Advisor (Technical), Govt of Punjab vide Letter no.AT/2021/GL/1410-1422 Dated 06/05/2021.
239Supply and erection of Heavy duty Exhaust Fan 300mm, 900RPM with aluminium louver shutter, double ball bearinglonger life including flexible wire & petty material etc. for connections and testing complete in all respect as approved and desired by the Engineer in-charges at site.
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