Construction Of Multipupose Hall (Auditorium) For Govt Degree College Saraswatinagar (Hatkoti) Tehsil Jubbal Distt. Shimla H.P.(Sh:- Construction Of Civil Work, Ws & Si, Rainnwater Harvesting Tank, Septic Tank, Soak Pit And Site Development Etc.)., Jubbal-Himachal Pradesh

TDR : 39959059

Tender Notice
Corrigendum Details
BOQ

Expired

Jubbal , Himachal Pradesh

Tender Brief : Corrigendum : Construction Of Multipupose Hall (Auditorium) For Govt Degree College Saraswatinagar (Hatkoti) Tehsil Jubbal Distt. Shimla H.P.(Sh:- Construction Of Civil Work, Ws & Si, Rainnwater Harvesting Tank, Septic Tank, Soak Pit And Site Development Etc.).

Document Fees
₹ 5000 /-

EMD
₹ 1500000.0 /-

Tender Value
₹ 7.49 Crore /-

Submission Date
13-10-2023

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	13-10-2023	Clarification in BOQ	Other	13-10-2023
2	06-10-2023	Extension of Date	Date	13-10-2023

Name of Work: Construction of Multipupose Hall (Auditorium) for Govt Degree College Saraswatinagar (Hatkoti) Tehsil Jubbal Distt. Shimla H.P.(SH:- Construction of civil work, WS & SI, rainnwater harvesting tank, septic tank, soak pit and site development etc.).

Sl. No.	Item Description
1	Cutting in all kinds of soil such as kankar, moorum shingle bouldersdecomposed ofsoft rock or any such mixed or other variety of soil or rock including filling in embankments where necessary inclusive of ramming and watering etc)stacking the serviceable materials to specified dimensions and disposal of this unserviceable material at the place specified by the Engineer-In-Charge including all leads and lifts, where so ever or forwhat purpose required including clearance of Jungle and uprooting of trees etc. as per site requirement all useful materials such as stoenes shall be sorted out and stackedat the site of work not less than 443.04(four hundred fortythree point zero four) cubic meter in all cases, failing which recovery @ Rs. 300.00 (Rs.three hundreds) per cubic meter shall be effected including all leads and lifts, as per HPPWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.
2	Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottoms, upto any lead and lift , including getting out the excavated soil and disposal of surplus excavated soilwithin all lead as per HPPWD/CPWD specifications or as directed by Engineer in Charge
3	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing completewithin all lead as per HPPWD/CPWD specifications or as directed by Engineer in Charge
4	Providing form work with steel plates 3.15 (Three point One Five ) millimeters thick welded with angle iron in frame 30305 (Thirty into Thirty into Five ) millimeters, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden/steel battens and ballies in all heights of propping and centering below supporting floor to ceilingin all level and removal of the same in-situ-reinforced concrete and plain concrete work including carriage of all labour equipments and materials to various location through includingall modes of transportation within all leads, lifts and other incidental charges as per HP PWD/CPWD specifications or as directed by Engineer in Charge.a) Foundation footing and basis of columns, etc. and mass concrete.
5	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6	Suspended floors, roofs, landings, balconies and access platform
7	Lintels, beams, plinth beams, girders, bressumers and cantilevers
8	Columns, Pillars, Piers, Abutments, Posts and Struts
9	Stairs, (excluding landings) except spiral staircases
10	Edges of slabs and break in floors and walls up to any width and thickness.
11	Providing and laying cement concrete 1:5:10(One cement : Five coarse sand: Ten graded stone aggregate 40 mm (forty milimeter ) nominal size) mechnical mixed and vibrated curing complete excluding cost of centring and shuttering in Foundation and plinth as required complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges as per HP PWD/CPWD specifications up to entire satisfaction of Engineer Charge.
12	Providing and laying cement concrete vibrated and machanically mixed in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor all level, including the cost of centering, shuttering and finishing:in1:5:10 (one cement : five coarse sand) : ten graded stone aggregate 40 mm nominal size)
13	Providing and laying cement concrete 1:4:8 (One Cement : Four coarse sand : Eight gradedstone aggregate 40 mm (Forty milimeter) nominal size) mechnical mixed and curing complete including cost of centring and shuttering in Foundation and plinthas required complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges as per HP PWD/CPWD specifications up to entire satisfaction of Engineer Charge.
14	Providing and laying cement concrete 1:4:8 (One Cement : Four coarse sand : Eight gradedstone aggregate 25 mm (twentyfive milimeter) nominal size) mechnical mixed and vibratedcuring complete excluding cost of centring and shuttering in Foundation,plinths/retaining walls and breast walls required complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges as per HP PWD/CPWD specifications up to entire satisfaction of Engineer Charge.
15	Providing and laying cement concrete work 1:1½.:3 (one cement : One point five sand : three graded stone aggregate20 mm (Twenty milimeter) nominal size)mechanically mixed and vibrated for compacting concrete and curing complete excluding cost of form work and reinforcement for reinforce cement concrete including carriage of materials in all leads and lifts as per HP PWD/CPWD specifications up to entire satisfaction of Engineer Charge. a) All work upto plinth level
16	Wall any thickness including attached pilasters buttresses plinth and string course fillet column pillar pier abutment post and strut etc above plinth level upto all floor level.
17	Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto all floor level
18	Providing and laying in position 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
19	Supplying and filing crushed stone aggregate 25 (twentyfive) milimeter nomina; size in soakpit as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
20	Supplying and filing crushed stone aggregate 12 (twelve) milimeter nomina; size in soakpit as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
21	Providing and laying in position machine batched and machine mixed design mix M-25 (Twentyfive) grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement,including admixtures in recommended proportions as per IS: 9103/HPPWD/CPWD specifications to accelerate, retard setting of concrete,improve workability without impairing strength and durability with in all leads and lifts as per direction of Engineer-in-charge. a) All works upto plinth level
22	All works above plinth level upto all floor level
23	Providing and laying upto all floor levelscement concrete work 1:1½:3 (one cement : One point five sand : Three graded stone aggregate 20mm (Twenty milimeter) nominal size)to give smooth and even surface including centring and shuttering but excluding cost of reinforcement and curing complete mechanical mixed and vibrated for compecting reinforced concreteupto floor all level including carriage of materials in all leads and lifts as per HPPWD/CPWD specifications or as directed by Engineer in Charge in Moulding as in cornices, window sills etc. exceeding 15cm(Fifteen Centimeter) in girth.a) String courses, copings, bed plates, anchorblocks, plain windows sills and the like :
24	Mouldingas in cornices window sills etc.in all girth.
25	Providing and laying Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D (Five Hundred D) or more.for Reinforced cement concrete work including straightening, cutting, bending, placing in position and binding all complete upto plinth level as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
26	Providing and laying Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more.for Reinforced cement concrete work including straightening, cutting, bending, placing in position and binding all complete upto all floor level as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
27	Providing Smooth finishing of the exposed surface of R.C.C. (reinforced concrete) work with 6 mm (six milimeter) thick cement mortar 1:3 (One Cement : three fine sand) as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
28	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 seven point five) in foundation and plinth in Cement mortar 1:6 (One cement : six coarse sand) as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
29	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (Sevenpoint five) in superstructure above plinth level up to allfloorlevel in all shapes and sizes in Cement mortar 1:6 (one cement : six coarse sand)as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
30	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (Seven point five) in foundations and plinth in cement mortar 1:4 (One cement : Four coarse sand) as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
31	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 9Seven point five) in superstructure above plinth level up to any floorlevel cement mortar 1:4 (One cement : Four coarse sand) completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
32	Supplying and filing brick batsin soakpit of any sizes completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
33	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (One cement : six coarse sand : twelve graded stone aggregate twentymilimeter nominal size) upto plinth level with Cement mortar 1:6 (one cement : six coarse sand) completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
34	Square rubble masonary coursed with hard stone of approved quality in foundation and plinthinwalls in cement mortar 1 : 4 ( 1 cement : 4 sand)andincluding rakingout joints in:-.Including carriage of material completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
35	Boulderfilling tightly hand packed under floor including watering, ramming, consolidating etc. complete including carriage of material in all leads and liftscompleteas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
36	Stonefilling behind retaining walls tightly hand packed complete including carriage of material in all leads and liftscompleteas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
37	Providing wood work with Second class Deodar wood in frames of doors, windows,clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately)completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
38	Providing and fixing 40 mm (Forty milimeter) thick First class deodar wood shutters panelled glazed or panelled and glazed shutters for main doors made offirst class deodar wood style & rails. top rail 100 mm x 40 mm(Hundred milimeter by Forty milimeter), middle rail 150mm x 40 mm(One hundred fifty milimeter by forty milimeter), bottom rail 200 mm x 40 mm (two hundred by forty milimeter) finished size with pannel of 12 mm (Twelve milimeter) thick phenol bounded prelaminated both side below middle rail and above middle rail shall be of 23 mm (twenty three milimeter) thick toughened glass pane (6+12mm air gap+5mm including beading of approved size, Including black enamelled iron butt hinges with necessary screws completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
39	Providing and fixing 40 mm (Forty milimeter) thick Second class Deodar wood shutters with ISI marked M.S. pressed butt hinges bright finished of required size wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm (One point four milimeter) in both directions with wire of dia 0.63 mm (point six three), for doors, windows and clerestory windows with hinges and necessary screws completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
40	Providing and Fixing 50/60mm ( fifty/sixty milimeter) thick door shutters with 1mm ( one milimeter) thick steam beach/mapple veneer glued over 6mm ( six milimeter)thick commercial ply fixed on hard wood frame work 75mmX50mm ( seven five milimeter into fifty milimeter)thick frame work to be filled with absorb wool/ insultaion Himalyan acoustics etc complete as per HP.PWD/CPWD specificationincluding carriage of all labour equipments and materials to various location of site through all modes of transportation within all leads, lifts and other incidential charges or as directed by Engineer in Charge with in all leads and lifts
41	Providing and fixing ISI marked flush door shutters 35 mm (thirtyfive milimeter) thick including ISI marked Stainless Steel butt hinges with necessary screws conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 (three) plyveneering with vertical grains or cross bands and face veneers on both faces of shutters through all modes of transportation and other incidential charges or as directed by Engineer in Charge with in all leads and lifts
42	Providing wood work with Sal wood infalse ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
43	Providing and fixing first class 12 mm (twelve milimeter) thick Rai wood plain lining tongued and grooved, including wooden plugscomplete with necessary screws and priming coat on unexposed surface completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
44	Providing and Fixing 20 mm (Twenty milimeter) thickwood wool tile of Dexune/prolad acoustic Panel in size 1220x610 coloured panel as per desire finish, premium squre edge. Panels are made of pine wood fiber containingcellulose binded withmagnesite. The panel will be screwfixed @ 200 mm (Two hundred milimeter) on G.Imetal frame of 50x50 mm (fifty by fifty milimeter) making a grid of 610x610 mm( six hundred ten by six hundred ten milimeter) center to centre. The frame is to be made in prpper line after leveling. The panel will be backed with 50 mm Rock wool of48.00 kg / Cum (Fortyeight kilogramme per cubic meter) inserted inside the grid of 610x610 mm ( six hundred ten by six hundred ten milimeter) which willcomprise of minimum NRC 0.90 as per ISW 8225/ISO :354/ASTM:423-90a. The panel meets the the stringent fire test required having Class P rating for Ignitability test as perBS476 part 5 and class 1 rating as per BS 476 part 7 for surface spread of flame test class p and class 1 are the highest rating. BS 476 Part 6 fire propagation index 1= not greater than 4.11. Panel shall be spray painted with choice colour for final finish including carriage of material in all leads and lifts complete as per the direction of Engineer-in Charge.
45	Providing and fixing all weather proof ACP imported Sign Panel all weather proof multi colour computerised reflective digitat panel 3mm thick, mounted on powder coatedG.I frame work fixed/hanging with wall or ceiling etc. with specified clamps and G.I. wires and rawl plugs etc complete as per HPPWD/CPWD specifications including carriage of material in all leads and lifts complete as per the direction of Engineer-in Charge.
46	Providing and fixing 15 mm (Fifteen milimeter) thick Aerolite Arms strong tile of size 60x60 cm (Sixty by sixty centimeter ( 50% perforated and 50% plain tile) in ceiling with backing Roxul Rockwool padding of 50mm (Fifty milimeter) thickness @ 48 kg (at the rate of forty eight kilogramme) at the back of tilemounted on powder coatedG.I frame work fixed/hanging with wall or ceiling etc. with specified clamps and G.I. wires and rawl plugs etc complete as per HPPWD/CPWD specifications including carriage of material in all leads and lifts complete as per the direction of Engineer-in Charge including.
47	Providing and fixing 100 X 75mm (Hundred by seventyfive milimeter) Teakwood handrail in straight length including moulding or sunk to receive iron core complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
48	Providing and fixing 19 mm (Nineteen milimeter) thick commercial board water proof shutter for cup boards including fixing with nickel plated piano hinges with screws etc. complete complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
49	Providing and fixing 19 mm(Nineteen milimeter) thick commercial board water proof in shelves, lining, box for cup boards with butt joints fixed with nails and screws etccomplete complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
50	Providing and fixing 8 mm (eight milimeter) thick ply wood lining with butt jointing and nails (frame work and cover fillets to be measured and paid for separatelycompleteas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
51	Providing & Fixing 1.00mm (one milimeter) thick decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved qualitycompleteas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
52	Providing and fixing First class Deodar wood square edged cover fillets (beading)19 x 6 mm (nineteen by six milimeter) section including mitring at junction with wooden screws / nails etccompleteas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
53	Providing and fixing 75x50 mm (base and height) 2nd class teak woodmoulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc.completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
54	Providing and fixing First Class Teak Wood 20 cm (Twenty centimeter) wide and15 mm (Fifteen milimeter) thick wooden border at bottom and top of woodwool tile panelling i/c metering at junction with wooden screw/ nail etc completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
55	Providing and fixing Aluminium sliding door bolts ISI marked powder coated transparent or dyed to required shade and colour with bolts and nuts etccompleteas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.a) 300 X 16 mm (Three hundred by Sixteen milimeter) Size
56	250 X 16 mm (Two hundred fifty by Sixteen milimeter) Size
57	Providing and fixing powder coated Aluminium tower bolts (Berrel type) transparent or dyed to required shade and colour with screws etc. completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) 250 X 10 mm(Two hundred fifty by Ten milimeter) Size
58	200 X 10 mm(Two hundred by Ten milimeter) Size
59	150 X 10 mm(One hundred fifty by ten milimeter) Size
60	100 mm X 10 mm(one hundredby ten milimeter) Size
61	Providing and fixing powder coated Aluminium handles transparent or dyed to required colour or shade with necessary screws etc completeas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.a) 125 mm (One hundred twenty five milimeter) size
62	100 mm(One hundredmilimeter) size
63	75 mm(Seventy five milimeter) size
64	Providing & fixing Powder coated aluminium hanging floor door Twin Rubber stopper ISI markedwith transparent or dyed to required shade and colour with screws etc. completeto suit shutter thicknesscompleteas per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
65	P/F 65X35 mm Sixtyfive by thirtyfive milimeter) special CP brass cup board locks or ward robe locks with six levers including necessary screws etc complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
66	Providing and fixing50 mm (Fifty milimeter) CP brass cup board or ward robe knob with nuts complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
67	Providing & fixing 150 mm (One hundred fifty) M.S. single acting spring hinges bright finished with necessary screws etc.complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
68	Providing & fixing 150 mm (one hundred fifty milimeter) M.S. double acting spring hinges bright finished with necessary screws etc.complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
69	Providing and fixing Triple strip vertical type magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc.complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
70	Providing & fixing 115 mm (One Hundred fifteen) bright finished brass hasps and stapples (safety type)with necessary screwscomplete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
71	Providing 40x5 mm (Forty by five milimeter) flat iron hold fast 40 cm (Forty centimeter) long including fixing to frame with 10 mm (Ten milimeter) diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (One cement : Three coarse sand : six graded stone aggregate 20(Twenty) milimeter nominal size). complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
72	Providing and fixing Fixed to steel /wooded/alluminiumwindows by welding M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer allcomplete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
73	Providing and fixing Powder coated aluminium work for frames of door and window (minimum thickness of powder coating 50 (fifty) micron) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred 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-incharge. (Glazing, paneling and dash fasteners to be paid for separately) including all leads and lifts
74	Providing and fixing Powder coated aluminium work (minimum thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) complete as per architectural drawings and the directions of Engineer-incharge including all leads and lifts
75	Providing and fixing 12 mm (twelve milimeter) thickPre-laminated particle board with decorative lamination on both sides)PHENOL BONDED) flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per drawing and HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
76	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutterscomplete as per drawing and HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) 5.0 mm (Five milimeter) thick glass panes (weight not less than 12.5 kg per sqm)
77	6.0 mm (Six milimeter) thick toughened glass panes (weight not less than 15 kg per sqm)
78	Fly proof stainless steel grade 304 wire gauge with 0.5 mm(point five milimeter diameter) dia. wire and 1.4mm (One point four milimeter) wide aperture with matching wood beading
79	Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm (Six milimeter) thick toughened glass both side, having 12 mm (twelve milimeter) air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in charge complete with in all leads and lifts.
80	Providing and fixing 18 mm (Eighteen milimeter) thick, 150 mm One hundred fifty milimeter) wide pelmet of flat pressed 3 (Three) layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm (twenty milimeter diameter ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm(Ten centimeter) long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm (Seventyfive milimeter) long etc. all complete complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
81	Providing and fixing plywood 4 mm(Four milimeter) thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, includingpriming coat on unexposed surface with cDecorative veneer facings of approvedmanufacture complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
82	Providing and fixing 25 mm (Twenty milimeter) thick Kota stone slab flooring over 20 mm (twenty milimeteraverage 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 (one cement : Four coarse sand)complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
83	Providing and fixing Kota stone slabs 20 mm (twenty milimeter) thick in risers of steps, skirting, dado and pillars laid on 12 mm(twelve milimeter average thickness in cement mortar 1:3 (One cement: Three coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
84	Providing and laying vitrified floor tiles of size 60x60 cm (Sixty by sixty centimeter) (thickness to be specified by the manufacturer) with water absorption less than 0.08% (zero point eight percent) and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm (twenty milimeter) thick cement mortar 1:4 (One cement : Four coarsesand), jointing with grey cement slurry @ 3.3 kg/ sqm (at the rate of three point three kilogramme per squaremeter) including grouting the joints with white cement and matching pigments etc.complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
85	Providing and fixingVitrified tiles of size 60x60 cm (Sixty by sixty centimeter)(thickness to be specified by manufacturer), with water absorption less than 0.08 %(zero point eight percent) and conforming to I.S.15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (one cement: three coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including(at the rate of three point three kilogramme per squaremeter)grouting the joint with white cement & matching pigments etc.complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
86	Providing and laying Cement concrete flooring 1:2:4 (One cement : two coarse sand : four graded stone aggregate) 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
87	18 mm thick Cement plaster skirting upto 30 (thirty) centimeter height with cement mortar 1:3 (one cement :three coarse sand), finished with a floating coat of neat cement complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
88	Providing and fixing3.9 ( three point nine) milimeter thick Teraflex flooring of approved shadewith adhesivecomplete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
89	Providing and fixing 2 (two) milimeter thick PVC antistatic vinyl flooring plain or coloured , carbed or mosaic/ metalled finish laid with approved adhesive on sub-floor (damp proofing treatement to be paid for seperately) complete as per HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
90	Providing and fixing 25 (Twentyfive) milimeter wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with Second class deodar wood complete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
91	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (One Cement : Four Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm (at the rate of three point three Kilogramme per squaremeter) including pointing the joints with white cement and matching pigment etc complete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
92	Providing and fixing Garsa slate stone / unistone 12 (twelve) milimetercladding on walls / R.C.C. surface side as on faces of Arch masonry walls etc.on 12 (twelve) milimeter thick cement plaster 1:3(Onecement:three sand) and jointed with cement slurry i/c scaffolding etc. complete complete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
93	Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (one cement : three coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm (at the rate of three point three Kilogramme per squaremeter) including pointing in white cement mixed with pigment of matching shade complete complete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
94	Providing andlaying 40 (Fortry) milimeter thick Red sand stone fine robbed stone flooring/skirting over 20 (twenty) milimeter (average) thick base of cement mortar 1:5 (one cement : five coarse sand), with joints 3 mm thick side buttered with cement mortor1:2 (one cement : two stone dust) with an admixture of pigment to match the shade of stone and pointing with same mortor completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
95	Providing andlaying Marble stone flooring with 18 (Eighteen) milimeter thick green marble in single piece upto 2.00 mtrs length as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (one cement : four coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
96	Providing & fixing Marble stone Makrana white second quality in single piece upto 2.00 mtrs length in skirting/ riser of steps/ wall liningwith 18 (Eighteen) milimeter thickas per sample of marble approved by Engineer-in-charge, over 20 (twenty milimeter) (average) thick base of cement mortar 1:4 (one cement : four coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
97	Providing and fixing 18 (Eighteen) milimeter thick Granite of any colour and shade gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour up to any area and texture laid over 20 (twenty milimeter) thick base cement mortar 1:4 (one cement : four coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etcc ompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
98	Extra for fixing marble /granite stone, over and above corresponding basic items, in facia and drops of width 150 mmwith epoxy resin based adhesive, including cleaning etc. ompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
99	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc.including moulding, rubbing and polishing of cut edges etc. ompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
100	Providing edge moulding to 25(twentyfive) milimeter thick marble/granite stone counters, anities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge ompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) marble work
101	Granitework
102	Providing and fixing 40 (Forty) milimeter wide and 4 (Four) milimeter thick glass strips in joints of terrazo/ cement concrete floors completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
103	Providing and fixing Granite stone of approved shade slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
104	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-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 completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
105	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) Ridges plain (600mm)
106	Valley plain ( 900 mm)
107	Flashings/ Aprons.( 400 mm)
108	Gutter (900 mm over all girth)
109	Providing and fixing 110 mm diameter on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
110	Providing and fixing 110 mm diameter M.S. holder bat clamps of approved design to PVC/C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
111	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised RigidPVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) 110 mm bend / door bend
112	110 mm Plain Shoe
113	Providing and fixing M.S. BP Sheet2mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
114	Providing and fixingpolycarbonate transparent sheet 1.20 mm thickin roofing with galvanished J or L kookes bolts and nuts complete with all accessories required as per direction of Engineer- in- charge
115	Providing and fixing Structural steel work including hollow section riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
116	Providing and fixing hollow section Steel work welded in In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
117	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced withflat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
118	Supplying and fixing rolling shutters of approved make, 80x1.20 mm M.S. laths with 1.20 mm thick top cover, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
119	Providing and fixing ball bearing for rolling shutters completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
120	Providing and fixing mild steel round holding down bolts/anchor bolts with nuts and washer plates completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
121	Providing and fixing Ms Tube hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
122	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
123	Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting including carriage of materials within all leads and lifts completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
124	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
125	Painting Two or more coats on new work with synthetic enamel paint of approved brand and manufacture to give an even shade completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
126	Providing French spirit polishingin two or more coats on new wood works including a coat of wood filler of of approved brand and manufacture to give an even shade completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
127	6mm cement plaster to ceiling in cement mortar 1:3 (one cement : three sand) including carriage of materials within all leads and lifts in all floor levels completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
128	15mm cement plaster in single coatwith cement mortor1:6 (one cement: six fine sand) Rough Sideon the rough side of brick/concrete/stone walls for interior plastering upto all floorlevel including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 30 (thirty centimeter) in girth and finished even and sand opapered smooth in all floor levels completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
129	15mm cement plaster in single coat with cement mortar1:6 (one cement: six fine sand) on fair side as pattern shown at corner on the fair side of brick/concrete/stone walls for interior plastering upto all floorlevel including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 30cm in girth and finished even and sand opapered smoothcompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
130	15 mm cement plaster with cement mortar 1:4 (1 cement: 4 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
131	Extra for plastering done on moulding, cornices or architraves single coatincluding neat finish to line and level in all floor level completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
132	Finishing walls with Acrylic Smooth exterior paint of required shade ,brand and manufacture for including t horoughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for metling the surface completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) New work (Two or more coat applied @ 1.67 ltr/10 sqm 9at the rate of one point sixty seven leter per ten squaremeter) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm (at the rate of two point two zero kilogramme per ten squaremeter) completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
133	Distempering with two coats first quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 (fifty) grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
134	Wall painting two coats with acrylic emulsion paint having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
135	Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
136	Making plinth protection 50 (fifty) milimeter thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40(forty) milimeternominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing &finishing the top smooth completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
137	Providing and laying factory made chamfered edge 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern in footpath, parks, lawns,drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by tablevibatory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper bedding /laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge.
138	Winch Suspension - providing and fixing motories winch operated suspension sets 350 kg ( three Fifty kilogram) capacity 5 Five) lines block winch unit with handle ratchet clew plate and steel wire rope winch pulling extra for lighting bars scenery sets and front masking frills as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I,, including carriage of all labour equipments and materials to various location of site through all modes of transportation completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
139	providing and fixing Main Curtain :- This is completely automatic system made from carbon steel track rails and brackets filledwith rollers of brass and nylon materials fitted with sealed bearing self lubricating. All rollers are pushed and pulled with master roller clamp with 3mm dia steel wire rope. The winch machine is fitted with variable speed controlled motor of 1 HP( one hourse power )of crompton/ seimen or Haivells complete with control panel with accessories i.e. ACC drive of HP. Relays micro switches, push botton and indicating lamps. The curtain cloth is of velvet cloth 250 ( two fifty ) gram/mtr, drapped to half of full width operated from control panel with control switches. Provision is for manually operation also.as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I,, including carriage of all labour equipments and materials to various location of site through all modes of transportation within all leads, lifts and other incidential charges.
140	providing and fixing Rear curtain :- This is completely automatic system made from carbon steel track rails and brackets filed with rollers of brass and nylon materials fitted with sealed bearing self lubricating. All rollers are pushed and pulled with mater roller clamp with 3mm dia steel wire rope.The winch machine is fitted with variable speed controlled motor of 1 HP. Relays micro switches, push botton and indicating lamps.The curtain cloth is of velvet cloth 250 gram/mtr ( two five zero gram per meter), drapped to half of full width operated from control panel with control switches. Provision is for manually operation also.as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I,, including carriage of all labour equipments and materials to various location of site through all modes of transportation within all leads, lifts and other incidential charges.
141	providing and fixingSide Wings :- Made from MS pipe 40 ( forty) NB dia frame work wrapped with velvet cloth both sides with assembly on top supported from existing structure & wheels on bottom for free movement.as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I,, including carriage of all labour equipments and materials to various location of site through all modes of transportation within all leads, lifts and other incidential charges.
142	providing and fixing Frills :- Made from dark shade cloth to be installed above the stage with 1 ( one) foot dia pipe adjustable at position according to the stage direction.as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I,, including carriage of all labour equipments and materials to various location of site through all modes of transportation within all leads, lifts and other incidential charges.
143	Cable Trays:- Size 4\"x2\"-16 gauge ( Four feet into two inch dash sixteen)sheet CRC for wiring of stage lights and sound system and enrouted to control room.as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I,, including carriage of all labour equipments and materials to various location of site through all modes of transportation within all leads, lifts and other incidential charges.
144	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. A) 15 (Fifteen) milimeter dia nominal bore
145	20(Twenty) milimeter nominal bore :-
146	Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.a) 15 (Fifteen) milimeter dia nominal bore
147	20(Twenty) milimeter nominal bore :-
148	Making connection of G.I. distribution branch with G.I.main of following sizes by providing and fixing tee,including cutting and threading the pipe etc. complete : 25 to 40 mm (twentyfive to forty milimeter) nominal bore completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
149	Fixing water meter and stop cock in G.I. pipe line 20mm nominal bore including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
150	Providing and placing on terrace (at all floor levels) variousnet capacity tank polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangementof various capicityand making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(6 x 1000=6000 Ltr)
151	Constructing masonry Chamber 30x30x50 cm (thirty by thirty by fifty centimeter) inside, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in cement mortar 1:4 (one cement :four coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
152	Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply,capable to withstand temperature up to 80°C, including all special ittings of composite material (engineering plastic blend and brass inserts wherever required) e.g.elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 (one) metre spacing. This includes testing of joints completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.a) 1216 mm(16 mm O.D. pipe)INTERNAL WORK - EXPOSED ON WALL
153	1620 mm ( 20 mm OD pipe).
154	Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply,capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g.elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and ncluding testing of joints complete as per direction of the engineer in charge conceled work including cuuting chase and making good the wall a) 1216 mm (16 mm O.D. pipe)
155	1620 mm ( 20 mm OD pipe).
156	Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply,capable to withstand temperature up to 80°C, including all special ittings of composite material (engineering plastic blend and brass inserts wherever required) e.g.elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. (External work) a) 1216 mm (16 mm O.D. pipe)
157	1620 mm ( 20 mm OD pipe).
158	Providing and fixing high pressure PVC Finolex spigot and socket, waste and ventilating pipes ISI marked including fitting with approved adhesive etc.completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) 150 mm dia (One hundred fifty milimeter dia
159	110 mm dia (One hundredten milimeter dia
160	Providing and fixingPVC Finolex single equal branch with oval access door , ISI marked insertion rubber washer 3 mm (three milimeter) thick bolts and nuts complete including fixing with approved adhesive etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.a) 150 mm dia (One hundred fifty milimeter dia)
161	110 mm dia (One hundred tenmilimeter dia
162	Providing and fixingPVC door bend with oval acces door, insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc.completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.a) 150 mm dia (One hundred fifty milimeter dia)
163	110 mm dia (One hundred ten milimeter dia
164	Providing and fixingPVC single equal branch plain ISI marked including fixing with approved adhesive etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.A) 150 mm dia (One hundred fifty milimeter dia)
165	110 mm dia (One hundred ten milimeter dia
166	Providing and fixingPVC Finolex collars ISI marked including fixing with approved adhesive etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. A) 150 mm dia (One hundred fifty milimeter dia)
167	110 mm dia (One hundred ten milimeter dia
168	Providing and fixingPVCFinolex plain bendISI marked including fixing with approved adhesive etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.A) 150 mm dia (One hundred fifty milimeter dia
169	110 mm dia (One hundred ten milimeter dia
170	Providing and fixingPVC Finolex clampsISI marked of approved design with steel screws and rawal plugs etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) 150 mm dia (One hundred fifty milimeter dia.
171	110 mm dia (One hundredten milimeter dia)
172	Providing and fixing110 mm x 90 mm (One hundred ten by ninety milimeter) PVC floor trapsFinolex ISI marked ofself cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
173	Providing and fixing PVC Finolex cowl including carriage of materials completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) 150 mm dia.(One hundred fifty milimeter dia
174	110 mm dia.(One hundred ten milimeter dia)
175	Providing and fixingPVCFinolex double equal branchwith oval acces door, insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) 150 mm dia (One hundred fifty milimeter dia)
176	110 mm dia (One hundred ten milimeter dia)
177	Providing and fixingPVC Finolex plain double equal branchISI marked including fixing with approved adhesive etc.completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.a) 150 mm dia(One hundred fifty milimeter dia)
178	110 mm dia(One hundred ten milimeter dia)
179	Providing and fixingPVC Finolex reducer ISI marked including jointing with approved adhesive etc.completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. A) 150 mm x 110 mm dia (One hundred fifty by one hundred ten milimeter)
180	110 mm x 90 mm dia (One hundred ten by ninety milimeter)
181	Providing and fixing150mm (One hundred fifty milimeter dia) PVC Finolex\"P\" or \"S\" trap for water closet ( squatting pan)ISI marked including jointingthe trap with the pan and PVC pipe with approved adhesive etc. completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
182	Providing and fixing 100 mm dia Sand cast iron S&S pipe as per IS: 1729 soil, waste and vent pipescompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
183	Providing and fixing bend of required degree with access door, insertion rubber washer 3 (three) milimeter thick,100 (one) milimeter Sand cast iron S&S as per IS - 1729 bolts and nutscompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
184	Cutting Chase in stone / brick masonary walls for 100 mm (Hundred milimeter) diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( one cement : three coarse sand :six graded stone aggregate 12.5 mm nominal size), including necessar plaster and pointing in cement mortar 1:4 (one cement : four coarse sand) completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
185	Providing and fixing hindware White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests water closet squatting pan (Indian type) completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
186	Providing and fixing hindware white vitreous china Europeantype WC pan No 2090 (PRIMA) of CERA / HINDWARE pedestal typewater closet pan completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
187	Providing and fixing hindware P.V.C. white coloured low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
188	Providing and fixing flat back hindware wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
189	Counter top Wash basin of size 460 mm dia ( with 15 mm CP brass pillar tap
190	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink 510x1040 mm bowl depth 178 as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink with drain board completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
191	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
192	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
193	Providing and fixing white vitreous china hindwareflat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I.trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. a) Range of two half stall hindware urinals with 5 (five) litre P.V.C. automatic flushing cistern
194	Range of three half stall urinals with 10(ten) litre P.V.C. automatic flushing cistern
195	Range of four half stall urinals with 10 (ten)litre P.V.C. automatic flushing cistern
196	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts. .
197	Providing and fixing C.P. brass waste (heavy duty ISI marked IS:8931 & 8934) for wash basin or sink completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
198	Providing and fixing P.V.C. 32 mm dia Flexible pipe waste pipe for sink or wash basin including P.V.C. waste fittings completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
199	Providing and fixing 100 mm (One hundred milimeter) sandCP grating for gully trap completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
200	Providing and fixing 600mmx450mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.brass screws and washers completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
201	Providing and fixing 600 X 20 (six hundred by twenty milimeter) C.P. brass towel rail (heavy duty ISI marked IS:8931 & 8934) complete with C.P. brass brackets fixed to wooden plugs with C.P. brass screwscompleteas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
202	Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc.,completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
203	Providing and fixing charomium plated brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. brass screws completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
204	Providing and fixingCP Brass toilet paper holder completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
205	Providing and fixing 15 (fifteen) milimeter dia C.P. brass bib cock of jaguar or equilent approved quality conforming to IS:8931 completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
206	Providing and fixing 15 (fifteen) milimeter did C.P. brass angle valve for basin mixer and geyser jaguar or equilentpoints of approved quality conforming to IS:8931 completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.
207	Providing and fixing 45 (fortyfive) centimeter length and 15(fifteen milimeter nominal boreuplasticised PVC connection pipe with brass unions completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts.:
208	Providing and fixing CP brass bottle trap for wash basin and sink32 mm(thirtytwo milimeter dia) completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
209	Providing and fixing 15 (fifteen) milimeter dia C.P. brass stop cock (concealed) of jaguar or equilent standard esign and of approved make conforming to IS:8931.completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
210	Providing and fixing 15mm nominal bore, 86 mm long, weighing not less than 88 gms PTMT bib cock of jaguar or equilent approved quality and colour .completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
211	Providing and fixing 15 mm nominal bore, 80 mm long, weighing not less than 46 gms PTMT, push cock of approved quality and colour completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
212	Providing and fixingbrass full way valve with wheel jaguar or equilent completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts a) 15mm nominal bore :-
213	20mm nominal bore :-
214	Providing and fixing 15(fifteen) milimeter nominal bore brass jaguar or equilent ball way valve( horizontal plunger type) high pressure with polythene plastic floats completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
215	Providing and fixing 8 (eight milimeter) dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
216	Providing and laying 150 (one hundred fifty)milimeter dia ( to level or slopes) and jointing with approved adhesive high pressure PVC spigot and socket waste and ventilating pipe 150 mm dia in trenches.completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
217	Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W./ PVCpipes (150 MM DIA) including bed concrete as per standard design completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
218	Constructing brick masonry manhole With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Precast RCC Cemocrate or equivalent (Heavy Grade) cover with frame forgully trape (Standard Pattern): ,in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) :3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement completeas per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and liftsa) Inside size 90x80 cm and 45 cm deep including Precast RCC Cemocrate or equivalent cover with frame (heavy duty) of size 455x610 mm internal dimensions,
219	Inside size 120x90 cm and 90 cm deep including Precast RCC Cemocrate or equivalent cover with frame (heavy duty) of size 455x610 mm internal dimensions,
220	SupplyingandFixing Precast RCC Cemocrate or equivalent (Heavy Grade) cover with frame for manholes complete for frame of internal dimension 455mmx610mm rectangular (HD560). WithFrame of NTC make or Equivalent complete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
221	SupplyingandFixing 300x300 mm Precast RCC Cemocrate or equivalent (Heavy Grade) cover with frame forgully trape (Standard Pattern)complete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
222	Providing and installing Mono BlockElectric pump 2 HP single phase of Kirloskar make or equivalent including fixing complete. complete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
223	Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) brickscomplete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts
224	Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as tomake it leak proofcomplete as per drawing/HPPWD/CPWD specifications or as directed by Engineer in Charge with in all leads and lifts

Also Visit

Tenders

Himachal Pradesh Tenders

Construction Tenders

Road Construction Tenders

Paver Blocking Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Construction Of Multipupose Hall (Auditorium) For Govt Degree College Saraswatinagar (Hatkoti) Tehsil Jubbal Distt. Shimla H.P.(Sh:- Construction Of Civil Work, Ws & Si, Rainnwater Harvesting Tank, Septic Tank, Soak Pit And Site Development Etc.)., Jubbal-Himachal Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Construction Of Multipupose Hall (Auditorium) For Govt Degree College Saraswatinagar (Hatkoti) Tehsil Jubbal Distt. Shimla H.P.(Sh:- Construction Of Civil Work, Ws & Si, Rainnwater Harvesting Tank, Septic Tank, Soak Pit And Site Development Etc.)., Jubbal-Himachal Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us