Public Works Department-PWD has published Construction Of Car Parking Below Igmc On Mrr Lakkar Bazar Road ( Opposite To Igmc Auditorium Shimla Building Portion , Development Of Site W.S And S.I And C / O Septic Tank Etc ) ( Under Shimla Smart City. Submission Date for this Tender is 02-04-2022. Parking Services Tenders in shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 29-Mar-2022 | Corrigendum | Date | 31-03-2022 |
| 2 | 31-Mar-2022 | Date | Date | 02-04-2022 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation for structure in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 including setting out,construction of shoring abd bracing, removal of stumps and other deleterious materials and disposal in all leads and lift including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rockcutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where balsting is prohibited) all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width , camber super elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost).Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be dully compensated by him at his on cost in all cases. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth levelincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:3:6 (One Cement : three coarse sand): Six graded stone aggregate 40mm (forty milimertre) nominal size) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (i)1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading, watering and rolling of bindingmaterials, moorum or earth etc. complete as per HP PWD specification 100mm(One hundred milimetre) spread thickness (finished work including materials and labour). |
| 5 | Centering and Shuttering including shuttering propping etc and removal of form for including carriage of materilas in all leads and lifts as per the derection of Engineer-in- Charge (i) In foundation base of columns for mass concrete . |
| 6 | (ii)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc inall floor level and heights. |
| 7 | (iii) Suspended floors, roofs, landings, balconies and access platform inall floor level and heights. |
| 8 | (iv)Lintels, beams, plinth beams, girders, bressumers and cantilevers inall floor level and heights. |
| 9 | (v)Columns, Pillars, Piers, Abutments, Posts and Strutsinall floor level and heights. |
| 10 | (vi)Stairs, (excluding landings) except spiralstaircasesinall floor level and heights. |
| 11 | (vii)Edges of slabs and breaks in floors and walls (a) Under 20cm wide inall floor level and heights. |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth levelincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) 1:1.5:3 (one cement : One & half coarse sand): three graded stone aggregate 20 mm (twenty milimetre)nominal size) |
| 13 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor all floor level and height,ecluding cost of centering, shuttering, finishing and reinforcementincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:1.5:3 (onecement : One & Half coarse sand) : three graded stone aggregate 20mm (twenty milimetre) nominal size) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to all floor lvl and height , excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (One cement : One & five coarse sand) : three graded stone aggregate 20 mm (twentymilimetre) nominal size)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all floor level & heights including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all floor leve and heightin all shapes and sizes including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)Cement mortar 1:6 (One cement : Six coarse sand) |
| 17 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinthincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Cement mortar 1:3 (one cement : three coarse sand) |
| 18 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm,(thirty five into thirty five into five milimetre) joints mitred and welded by angle iron 35x35x5 mm(thirty five into thirty five into five milimetre) or 35x 5 mm(thirty five into five milimetre) flat pieces to the existing Tiron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including carriage of materilas in all leads and lifts |
| 19 | Providing and fixing channel frames for windows and ventilators of mild steel channel sections of size 125x50x5mm, (one hundred twenty five into fifty into five milimetre) joints mitred and welded by frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-in- Charge. |
| 20 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.(i)Second class teak wood (a) 35mm (thirty five milimetre) thick Shutter. |
| 21 | Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of :12 mm(twelve milimetre) thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 22 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)Fixing with 15x3 mm (fifteen into three milimetre) lugs 10 cm (ten centimetre) long embedded in cement concrete block 15x10x10 cm (fifteen into ten into ten centimetre) of C.C. 1:3:6 (One Cement : three coarse sand : six graded stone aggregate 20 mm(twenty milimetre) nominal size) |
| 23 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)300x16 mm (three hundred into sixteen milimetre) |
| 24 | (ii)250x16 mm(two hundred fifty into sixteen milimetre) (D) |
| 25 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) 250x10mm (two hundred fifty into ten milimete) |
| 26 | (ii) 150x10mm (One hundred fifty into ten milimetre) (D) |
| 27 | (iii) 100x10mm (One hundred into ten milimetre) |
| 28 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 125mm (One hundred twenty five milimetre) |
| 29 | (ii) 100mm(One hundred milimetre) (Window) |
| 30 | 6 mm (six milimetre)cement plaster of mixincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)1:3 (one cement : three coarse sand) in all floor level and heigt. |
| 31 | 15 mm (fifteen milimetre)cement plaster on the fair side of single or half brick wall of mix :1:4 (onecement: fourcoarse sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge in all floor level and height. |
| 32 | 15 mm (fifteen milimetre)cement plaster on the rough side of single or half brick wall of mix :1:4 (onecement: four coarse sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge in all floor level and height. |
| 33 | Providing and laying 25 mm(twenty five milimetre) thick Kota stone slab flooring over 20mm (twenty milimetre)(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 mortor 1:4 (one ement:four coarse sand)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.in all floor level and height. |
| 34 | Providing and laying 25 mm(twenty five milimetre) thick Kota stone slabs 20mm(twenty milimetre) tghick in risers of steps, skirting,dado and pillars laid on 12mm (average) thick 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 completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. in all floor level and height. |
| 35 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (three hundred into three hundred milimetre) (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(twenty milimetre)thick cement mortar 1:4 (One Cement : four Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 36 | Providing and fixing Ist quality ceramic glazed floor 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(twelve milimetre) thick bed of cement Mortar 1:3 (One cement: three coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 37 | Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M- 50 (fifty) grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm (Twenty milimetre)thick average thickness of cement mortar 1:4 (One cement : four sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for separately) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)80mm(eighty milimetre) thick inter locking blocks. |
| 38 | Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M- 50(fifty) grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm (Twenty milimetre)thick average thickness of cement mortar 1:4 (One cement : four sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for separately) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a)60mm(sixty milimetre)thick inter locking blocks. |
| 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 40 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( i)New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 41 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)Two or more coats applied on walls @ 1.25 ltr/10 sqm(One point two five litre/ten square metre) over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (zero point seven five litre/ten square metre) |
| 42 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm (zero point nine zero litre/ ten square metre) over an under coat of primer applied @0.75 ltr/10 sqm (zero point seven five litre/ ten square metre) of approved brand and manufacture. |
| 43 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm (zero point nine zero litre/ ten square metre) over an under coat of primer applied @ 0.80 ltr/ 10 sqm(zero point eight zero litre/ ten square metre) of approved brand and manufactureincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 44 | Providing and fixing baker rod of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it"s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063).(i)Floor Joint of 100 mm(one hundred milimetre) gap |
| 45 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 46 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) 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. completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)Electric resistance or induction butt welded tubes. |
| 47 | Providing and fixing 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 primerincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 48 | Providing and fixing 0.60mm(zero point six zero milimetre) thick prepared steel sheet of TATA Durashine in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm(Six milimetre) dia metre with prepainted limpet and rubber washers complete with all accessories as required as per HP PWD specifications of 1990 volume-1 including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in-Charge. |
| 49 | Providing and fixing ridges or hips 60 cm (Sixty centimetre) over all with 0.45 (zero point four five milimetre) thick prepainted steel sheets of TATA DURASHINE in roofing with hot dipped metallic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyset of 5 microns over 5 microns primer coating including fixing with prepainted iron J or L hooks, bolts & nuts 6mm(six milimetre) dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the directions of the Engineer-in-Charge. |
| 50 | Providing and fixing valley 90cm (Ninety centimetre) over all 0.45mm (zero point four five milimetre) thick prepainted steel sheet of TATA DURASHINE in roofing with hot dipped metalic metalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted iron J or L hooks bolts and nuts 6mm(six milimetre) dia with prepainted G.I. limpet and bitumen washers complete as per HP PWD specifications of 1990 volume-I including carriage of materials , labour, tool and plant through all modes of transportation within all leads and lifts and as per directions of the Engineer-in-Charge. |
| 51 | Providing and fixing prepaintedgalvanised steel sheet roofing accessories 0.45mm (+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 completeincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Gutter (600 mm(six hundred milimetre) over all girth) |
| 52 | Providing and fixingM.S. BP Sheet 2.00mm(two point zero milimetre) thick in eaves board in 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 for separately) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 53 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)6 mm(six milimetre) thick Cement fiber board as per IS: 14862 |
| 54 | Providing and fixing 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(ten milimetre) gap for thermal expansion, (i) Single socketed pipesincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)150 mm(One hundred fifty milimetre) diameter |
| 55 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansionincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) Coupler (a) 150mm(One hundred fifty milimetre) diameter. |
| 56 | (ii) Bend 87.5* 150mm(eighty seven point five into one hundred fifty milimetre) diameter |
| 57 | (iii) Shoes:-150mm (One hundred fifty milimetre) diameter |
| 58 | Applying priming coat:With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 59 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete withincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)Bitumen felt (hessian base) type 3(three) grade I conforming to IS : 1322 |
| 60 | Making plinth protection 50mm thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) : six graded stone aggregate 20 mm(twenty milimetre) nominal size) over 75mm(seventy five milimetre) thick bed of dry brick ballast 40 mm(forty milimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smoothincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 61 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm (Twenty centimetre) in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 62 | Stone filling Behind Retaining wall including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge |
| 63 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm(One hundred milimetre) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 64 | Providing and fixing water closet squatting pan (indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm (five hundred eighty into four hundred forty milimetre)with integral type foot restsincluding carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 65 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre (ten litre) low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever requiredincluding carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge.(i) W.C. pan with ISI marked white solid plastic seat and lid. |
| 66 | Providing and fixing while vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requiredincluding carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i)Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern |
| 67 | Providing and fixing wash basin with C.I. brackets, 15mm (fifteen milimetre) C.P. brass pillar taps, 32 mm(thirty two milimetre) C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever requireincluding carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i)White Vitreous China Wash basin size 630x450 mm (six hundred thirty into four hundred fifty milimetre) with a pair of 15mm (fifteen milimetre) C.P. brass pillar taps |
| 68 | Providing and fixing C.P. Brass 32mm (thirty two milimetre)size bottle trap of approved quality & make as per direction of the Engineer-in-Charge. |
| 69 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge (i) 32 mm(thirty two milimetre) dia |
| 70 | Providing and fixing 100 mm(one hundred milimetre) sand cast Iron grating for gully trap including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge |
| 71 | Providing and fixing in position 25 mm (twenty five milimetre)diameter mosquito proof coupling of approved municipal design including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge |
| 72 | Providing and fixing 600x450mm(six hundred into four hundred fifty milimetre) bevaled edge miror of superior glass (of approved quality) complete with 6mm (six milimetre) thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge |
| 73 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floorsincluding carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge.(i)100 mm (One hundred milimetre) inlet and 100 mm(One hundred milimetre) outlet Sand cast iron S&S as per IS: 3989 |
| 74 | Cutting chases in back masonry wall for following 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(twelve point five milimetre) nominal size), including necessary plaster and pointing in cement mortar 1:4 (One cement : four coarse sand) including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i)100 mm(One hundred milimetre) dia |
| 75 | Providing and fixing PTMT Bottle Trap for Wash basin and sink.(i)Bottle trap 31mm single piece moulded with height of 270 mm(two hundred seventy milimetre), effective length of tail pipe 260 mm(two hundred sixty milimetre) from the centre of the waste coupling, 77 mm(seventy seven milimetre) breadth with 25 mm(twenty five milimetre) minimum water seal, weighing not less than 260 gms (Two hundred sixty grams) including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 76 | Providing and fixingPTMT towal rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge(i)450 mm(four hundred fifty milimetre) long towel rail with total length of 495 mm(four hundred ninety five milimetre), 78 mm(seventy eight milimetre) wide and effective height of 88 mm(eighty eight milimetre), weighing not less than 170 gms(One hundred seventy grams) |
| 77 | 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 testing of joints complete as per direction of the Engineer-incharge.(i)INTERNAL WORK - EXPOSED ON WALL (a)1216 (16mm (sixteen milimetre)OD) pipe |
| 78 | (ii) INTERNAL WORK - EXPOSED ON WALL(a)2025 (25 mm(twenty five milimetre) OD) pipe |
| 79 | Providing and fixingPolyeth- 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 trenching, refilling and testing of joints complete as per direction of the engineer in charge.(i)External work 1216 (16 mm (sixteen milimetre)OD) pipe |
| 80 | (ii) External work 2532 (32 mm (thirty two milimetre)OD ) pipe |
| 81 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge(i)Internal work - Exposed on wall(a)15 mm (fifteen milimetre)dia nominal bore |
| 82 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge.(i)External work (a)15 mm(fifteen milimetre) dia nominal bore |
| 83 | 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 including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge (i)25 to 40 mm(twenty five to forty milimetre) nominal bore |
| 84 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately) including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 85 | Providing and fixing uplasticised PVC connection pipe with brass unions (i)45 cm(forty five centimetre) length including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (a) 15 mm(fifteen milimetre) nominal bore |
| 86 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i) 15 mm (fifteen milimetre) nominal bore |
| 87 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge (i) 15 mm (fifteen milimetre) nominal bore |
| 88 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge (i)15mm nominal bore |
| 89 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) (fifteen milimetre into fifty milimetre)of approved make and quality as per direction of Engineer-in-charge. |
| 90 | Constructing brick masonry manhole in cement mortar 1:4 ( One cement :four coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (One cement : One & half coarse sand (zone- III) : three graded stone aggregate 20 mm(twenty milimetre) nominal size), foundation concrete 1:4:8 mix (One cement : four coarse sand (zone- III) : eight graded stone aggregate 40 mm (forty milimetre)nominal size), inside plastering 12 mm(twelve milimetre) thick with cement mortar 1:3 (One cement : Three coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (One cement : Two coarse sand : four graded stone aggregate 20 mm(twenty milimetre) nominal size) finished with a floating coat of neat cement complete as per standard design including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge.(i)Inside size 90x80 cm(Ninety into eighty centimetre) and 45 cm (forty centimetre)deep including C.I. cover with frame (light duty) 455x610 mm (four hundred fifty five into six hundred ten milimetre) internal dimensions, total weight of cover and frame to be not less than 38 kg (thirty eight kilogram)(weight of cover 23 kg (twenty three Kilogram) and weight of frame 15 kg (fifteen kilogram)) :(a)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 91 | Constructing brick masonry manhole in cement mortar 1:4 ( Onecement : four coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (One cement : One & half coarse sand (zone- III) : three graded stone aggregate 20 mm(twenty milimetre) nominal size), foundation concrete 1:4:8 mix (One cement : four coarse sand (zone- III) : eight graded stone aggregate 40 mm (forty milimetre)nominal size), inside plastering 12 mm(twelve milimetre) thick with cement mortar 1:3 (One cement : three coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (One cement : two coarse sand : four graded stone aggregate 20 mm (twenty milimetre)nominal size) finished with a floating coat of neat cement complete as per standard design including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i)Inside size 120x90 cm (One hundred twenty into ninety centimetre)and 90 cm(Ninety centimetre) deep including C.I. cover with frame (medium duty) 500 mm(five hundred milimetre) internal diameter, total weight of cover and frame to be not less than 116 kg (One hundred sixteen kilogram) (weight of cover 58 kg (fifty eight kilogram)and weight of frame 58 kg (fifty eight kilogram)) : :(a)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 92 | Supplying and fixing C.I. cover without frame for manholes including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i)560 mm (five hundred sixty milimetre)diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg (One hundred eight kilogram) |
| 93 | Constructing brick masonry road gully chamber 50x45x60 cm (fifty into forty five into sixty centimetre) with bricks in cement mortar 1:4 (One cement : four coarse sand) including 500x450 mm (five hundred into four hundred fifty milimetre) pre-cast R.C.C. horizontal grating with frame complete as per standard design (I ) The rates given for all the items under Sub-Description 19.27.1 wWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 94 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (one cement : four coarse sand) C.I. cover with frame (light duty) 455x610 mm (four hundred fifty five into six hundred ten milimetre) internal dimensions, total weight of cover with frame to be not less than 38 kg(thirty eight kilogram) (weight of cover 23 kg(twenty three kilogram) and weight of frame 15 kg(fifteen kilogram)), R.C.C. top slab with 1:1.5:3 mix (One cement : One & half Fine sand : three graded stone aggregate 20 mm(twenty milimetre) nominal size), foundation concrete 1:5:10 (One cement : five fine sand : ten graded stone aggregate 40 mm(forty milimetre) nominal size), inside plastering 12 mm (twelve milimetre)thick with cement mortar 1:3 (One cement : three coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i)Inside dimensions 455x610 mm(four hundred fifty five into six hundred ten milimetre) and 45 cm (forty five centimetre)deep for single pipe line (a)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (i) 100 mm (One hundred milimetre)nominal inner dia Pipes |
| 96 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.150 mm(One hundred fifty milimetre) nominal inner dia Pipes |
| 97 | Providinbg and placing on terrace (at all floor levels)polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 98 | Providing and fixing PVC pipes conforming to IS : 13592 Type-A, including jointing with seal ring conforming to Is:5382, leaving 10mm(ten milimetre) gap for thermal expansionincluding carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i) Singlesocketed pipes level. |
| 99 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes conforming to IS: 13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10mm gap for thermal expansion: 110mm(One hundred ten milimetre) bendincluding carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 100 | Supplying and fixing C.I. cover without frame for manholes: 560mm(five hundred sixty milimetre) diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 Kg.(One hundred eight kilogram)including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. |
| 101 | Supplying and fixing spreading & leveling stone boulders of size range 5cm(five centimetre) to 20cm(twenty centimetre) in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-Charge. |
| 102 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.including carriage of materials in all leads and lifts as per thedirections of the Engineer-in-Charge. (i)15 mm (fifteen milimetre)dia nominal bore. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
