Haryana Urban Development Authority-HUDA has published Construction Of Toilet Blocks Stand Post Main Gate Repair Of Fountain And Water Body Repair Of Parking And Services And Ms Board In Town Park Sector 34 Ue Ambala Cantt Construction Of Building Works Public Health Service Electric Fitting Stand Post Repair. Submission Date for this Tender is 06-10-2021. Electrification Work Tenders in Ambala Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Sep-2021 | Regarding condition | Technical Bid | 06-10-2021 |
| Sl. No. | Item Description |
| 1 | 1/4.12) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 4.12.1All kinds of soil |
| 2 | 2/6.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6.1.61 :4:8 (1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40mm nominal size. |
| 3 | 3/7.21 Brick work with common burnt clay non-modular bricks of class desiganation 7.5 in foundation and plinth in: 7.21.2 Cementmortar 1:6 (1 cement : 6 coarse sand) |
| 4 | 4/6.8 Providong and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 12.5mm nominal size 6.8.2 40mm thick |
| 5 | 5/7.22Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in: 7.22.2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | 6/7.28 Half brick masonry with common burnt clay non-modular bricks of class designation7 .5in superstructure above plinth level up to floor IV leve 7.28.2Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | 7/6.16 Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | 8/6.33Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | 9/6.30Centering and shuttering including strutting, propping etc. and removal of form for. 6.30.3 Suspended floors, roofs, landings, balconies and. |
| 10 | 10/11.4 10mm thick cement plaster 11.4.21:3 (1 cement: 3 fine sand) |
| 11 | 11/11.5 12mm cement plaster mix 11.5.41:6 (1 cement: 6 fine sand) |
| 12 | 12/11.6 15mm cement plaster on the rough side of single or half brick wall of mix 11.6.21:6 (1cement: 6 fine sand) |
| 13 | 13/11.52 Cement rendering on 1mm thick |
| 14 | 14/10.1) Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. |
| 15 | 15/10.59 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacture) of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. |
| 16 | 16/10.62 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacture), 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 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry@ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 17 | 17/6.10 Providing & applying a coat of residual petroleum bitumen of grade of VG-1O of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 18 | 18/9.12 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat. 9.12.1 With machine moulded common burnt clay non-modular brick tiles of class designation 12.5, conforming to IS 2690 |
| 19 | 19/9.18 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complet |
| 20 | 20/9.57) Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring confirming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 9.57.2 110mm diameter |
| 21 | 21/9.58Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes confirming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion. 9.58.5 Bend 87.5° 9.58.5.2100mm bend2 x 2 |
| 22 | 22/12.117Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screwa, joints miterd and plasticwelded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1mm (± 0.1 mm), wall thickness and 3 Nos. stainless steel hinges fixed to the frame complete as per manufacturer"s specfication and direction of Engineer-in-charge. 12.117.1 Extruded section profile size 48x40 mm |
| 23 | 23/12.118Providing and fixing to existing door frames.12.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow sectoin of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. the style of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1mm (± 0.1 mm) wall thickness The lock rail made up of "H" section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter style by means of plastic/galvanised M.S. "U" cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, havingover all thickness of 20 mm and 1 mm (± 0.1 mm ) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastended with nuts andwashers, complete as per manufacturer"s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 24 | 24/12.66Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 12.66.3150 x 10mm |
| 25 | 25/12.65Providing and Fixing ISI marked oxidised M.S sliding door bolts with nuts and screws, etc. complete. 12.65.2250mm x 16mm |
| 26 | 26/11.61White washing with lime to give an even shade : 11.61.1New work (three or more coats) |
| 27 | 27/11.64 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: 11.64.1New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 28 | 28/ 4.14 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 4.14.1All kinds of soil |
| 29 | 29/ 6.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing 6.2.2 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) |
| 30 | 30/20.49Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-Charge. 20.49.1 Upto 200mm i/d |
| 31 | 31/21.84Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick: with 455mm x 455mm / 455mm x 610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 21.84.1 Size 450m X 450m inside (With 455mm X 455mm cover and frame light duty single seal weighing 38 Kg with C.C toping. |
| 32 | 21.84.2 Size 450m X 600mm inside (With 455mm X 610mm cover and frame single seal pattern 1 weighing 38 kg with C.C toping |
| 33 | 21.84.3 21.84.3 Size 600m x 900mm inside (With 455mm x 455mm cover and frame light duty single seal weighing 20 kg with R.C.C slab |
| 34 | 32/21.94 Providing salt glazed stone ware pipes grade "A" in standard length of 600mm eachmarked with IS:651 and their lowering, cutting, jointing and testing asdescribed in HRS item no. 21.38, 21.39, 21.40 including the cost of jointing, material as well as carriage, Loading, unlaoding, stacking, handling, rehandlingetc complete in all respect to the entire satisfaction of Engineer-in-Charge. 21.94.3 200mm i/d |
| 35 | 33/22.1 Providing and fixing 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: 22.1.3White vitreous chinaware Wash basin size 550x400 mm with a pair of 15 mm C.P brass pillar taps. |
| 36 | 34/22.14 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete. 22.14.2Flexible pipe 22.14.2.240 mm dia |
| 37 | 35/22.19 Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 38 | 36/22.20 Providing and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete 22.20.2 With 75 mm internal diameter outlet |
| 39 | 37/22.26Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cisten, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as perIS : 2556, C.I trap with outletgrating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required. 22.26.3 Range of two half stall urinals with 5 litre P.V.C. automatic flsuhing cistern |
| 40 | 22.26.4 Range of three half stall urinals with 10 litre P.V.C. automatic flsuhing cistern |
| 41 | 38/22.32Providing and fixing vitreous chinaware dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal designcomplete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: 22.32.1 White vitreous chinaware dual purpose WC pan with white solid plastic seat and lid with white vitreous chinaware flushing cistern and C.P. flush bend. |
| 42 | 39/22.33 Providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. |
| 43 | 40/22.35Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 44 | 41/22.49 Providing and fixing in position best Indian make vitreous chinaware channel of size 600mm x150mm including laying and fixing in cement concrete 1:2:4 complete as required by the Engineer-in-charge. 22.49.1 White |
| 45 | 42/22.50 Providing and fixing partitions for different type of urinals 22.50.1 Vitreous Chinaware Partition plate 22.50.1.1 Small size 680mm x 330 mm 22.50.1.1.1 White 22.50.1.1.1 White |
| 46 | 43/22.51Providing and fixing soil, waste and vent pipes :22.51.1 100 mm dia 22.51.1.1 Sand cast iron S&S pipe as per IS: 1729 |
| 47 | 22.51.275mmdiameter 22.51.2.1Sand cast iron S&S pipe as per IS: 1729 |
| 48 | 44/22.79Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 22.79.1 100 mm |
| 49 | 22.79.2 75 mm |
| 50 | 45/22.55 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 22.55.1100 mm dia 22.55.1.1 Sand cast iron S&S as per IS - 1729 |
| 51 | 22.55.2 75 mm dia 22.55.2.1 Sand cast iron S&S as per IS- 1729 |
| 52 | 46/22.56Providing and fixing plain bend of required degree. 22.56.1 100 mm dia 22.56.1.1 Sand cast iron S&S as per IS- 1729 |
| 53 | 22.56.2 75 mm dia 22.56.2.1 Sand cast iron S&S as per IS- 1729 |
| 54 | 47/22.76 Providing and fixing collar: 22.76.1 100mm 22.76.1.1Sand cast iron S&S as per IS- 1729 |
| 55 | 22.76.2 75mm 22.76.2.1Sand cast iron S&S as per IS- 1729 |
| 56 | 48/22.78 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 22.78.1100 mm |
| 57 | 22.78.275 mm |
| 58 | 49/22.88 Providing and fixing G.I. pipes complete with G.I. fittings and clamp, i/c cutting and making good the walls etc. Internal work - Exposed on wall 22.88.1 15mm dia nominal bore |
| 59 | 22.88.2 20mm dia nominal bore |
| 60 | 20.88.540 mm dia nominal bore |
| 61 | 50/22.91 Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30 m to 1.00 m depth and refilling etc. |
| 62 | 51/22.103 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: 22.103.2 20 mm nominal bore |
| 63 | 52/22.104Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931 :22.104.1 15 mm nominal bore |
| 64 | 53/22.107Providing and fixing C.P. brass stop cock (concealed) of standard design and of approvalmake confirming to IS: 893 22.107.1 15 mm nominal bore |
| 65 | 54/22.127Providing and fixing PTMT soap Dish Holder having lengthof 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 66 | 55/22.128 Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved qualityand colour. 22.128.2 15 mm nominal bore with 45 cm length |
| 67 | 56/22.166Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tiight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg andframe to be not less than 2.70 Kg as per standard design: 22.166.1 100x100 mm size P type 22.166.1.1 With common burnt clay non-modular bricks of class designation 7.5 |
| 68 | 57/22.181Providing and placing on terrace (at all floor levels) polyethylene water storage tank, S: 12701marked, 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. |
| 69 | 58/22.209Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 70 | 59/23.2 COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 23.2.3 Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductercable in 1.6mm thick MSconduit pipe, without separate control switch, modular type switch/socket wiring. 23.2.3.1 Group A |
| 71 | 23.2.3.2 Group b |
| 72 | 23.2.3.3 Group C |
| 73 | 60/23.2 COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 23.2.4 Wiring in MS conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required 23.2.4.1 Group A |
| 74 | 23.2.4.2 Group b |
| 75 | 61/23.3COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 23.3.6Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 23.3.6.1 1 run of Size 1.50 Sqmm(1/1.40mm) |
| 76 | 62/23.8 FITTING AND ACCESSORIES 23.8.1 Providing and fixing Piano type accessories Providing and fixing Piano type accessories of approved make in exisitng box and Bakelite sheet including fixing and making necessary connections, complete in all respect. 23.8.1.1 Switch 5 amp. on existing sheet |
| 77 | 23.8.1.2 Wall socket 5 amp on existing sheet. |
| 78 | 23.8.1.12 Bakelite angle/straight button holder large size.. |
| 79 | 23.8.1.13 Socket size rotary step type Electronic regulator for A.C. ceiling fan. |
| 80 | 63/23.8.2 Supply and Fixing Bakelite sheet on existing MS/GI/wooden/PVC box etc including fixing with brass screws and washers. 23.8.2.1 5 mm thick |
| 81 | 64/23.8.4 Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. |
| 82 | 65/23.8.10Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respect. 23.8.10.23 Modules |
| 83 | 23.8.10.34 Modules |
| 84 | 23.8.10.46 Modules |
| 85 | 66/23.7 PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL 23.7.6 Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in wall / ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. 23.7.6.1 PVC pipe of 20 mm dia. |
| 86 | 23.7.6.2 PVC pipe of 25 mm dia. |
| 87 | 67.24.1 EARTHING AND LIGHTENING ARRESTOR 24.1.1 Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. |
| 88 | 24.1.2Extra for using salt and char coal/coke for pipe earth electrode as required. |
| 89 | 24.1.3 Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick includingaccessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. |
| 90 | 24.1.4Earthing with tinned copper earth plate 6D0mmx600mmx3mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) etc. complete as required. |
| 91 | 24.1.5 Extra for charcoal or coke and salt for G.I. plate or copper plate earth electrode. |
| 92 | 24.1.6Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as strip earth electrode including soldering etc. as required. |
| 93 | 24.1.8Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections etc. as required with all labour and material. |
| 94 | 24.1.9 Providing and fixing 25 mm x5 mm copper strip in 40 mm dia G.I. pipe from earth electrode as required. |
| 95 | 68/20.71Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 20.71.148" (1200mm) |
| 96 | 69/20.72Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge |
| 97 | 1/4.12STAND POST Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 4.12.1All kinds of soil |
| 98 | 2/6.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6.1.41 :3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 gradedstone aggregate 20mm nominal size. |
| 99 | 3/6.14Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 6.14.2 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) |
| 100 | 4/6.15 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttersses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth, level upto floor four level, excluding cost of centering, shuttering,finishing and reinfocement: 6.15.11:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20mm nominal size. |
| 101 | 5/6.16 Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 102 | 6/6.33Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6.33.6Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 103 | 7/22.88 Providing and fixing G.I. pipes complete with G.I. fittings and clamp, i/c cutting and making good the walls etc. Internal work - Exposed on wall 22.88.3 25mm dia nominal bore |
| 104 | 22.88.1 15mm dia nominal bore |
| 105 | 8/22.91 Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30 m to 1.00 m depth and refilling etc. 22.91.3 25mm dia nominal bore |
| 106 | 9/20.49Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-Charge. 20.49.1 Upto 200mm i/d |
| 107 | 10/22.106Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 22.106.1 15 mm nominal bore |
| 108 | 11/22.112 Providing and fixing PTMT stop cock of approved quality and colour 22.112.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms. |
| 109 | 12/22.128Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved qualityand colour 22.128.1 15 mm nominal bore with 45 cm length |
| 110 | 13/22.14 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete. 22.14.1Semi rigit pipe 22.14.1.132 mm dia |
| 111 | 14/9.57) Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring confirming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 9.57.2 110mm diameter |
| 112 | 15/9.58Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes confirming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion. 9.58.5 Bend 87.5° 9.58.5.2100mm bend |
| 113 | 16/4.15 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 4.15.1 Ordinary rock |
| 114 | 17/10.96 Providing and fixing Glass mosaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 Kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-charge: |
| 115 | Sub head No-3 MAIN GATE 1/4.12Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 4.12.1 All kinf of soil |
| 116 | 2/10.100 Cement Concrete 1 :8:16 Flooring 10.100.2Cement Concrete 1:8:16 with stone aggregate 40mm nominal size I foundation and plinth. |
| 117 | 3/6.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:. 6.1.61 :4:8 (1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40mm nominal size. |
| 118 | 4/7.20) Brick work with common burnt clay non-modular bricks of class desiganation 7.5 in foundation and plinth in: 7.20.2 Cementmortar 1:6 (1 cement : 6 coarse sand) |
| 119 | 5/6.15 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttersses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth, level upto floor four level, excluding cost of centering, shuttering,finishing and reinfocement: 6.15.11:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20mm nominal size. |
| 120 | 6/ 6.16 Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up tofloor four level, excludingthe cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded aggregate 20 mm nominal size). |
| 121 | 7/6.33Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6.33.6Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 122 | 8/10.39 Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 10.39.1Red sand stone |
| 123 | 9/10.44 Providing and fixing of marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with: 10.44.1 Makrana white second quality |
| 124 | Sub Head No-4 REPAIR OF FOUNTAIN AND WATER BODY Supply and installation and commissioning of straight foaming /geyer bubber type of fountain including maintenance for a period of three year, water fall with 76 Nos jet nozzle/geyer bubbler supply and fixing 25-32mm dia UPVE Ball valve of 76 Nos. Supply & Fixing water proof higher 80 Nos.LED lights 6x3 watts=18watt RGB/Multicolo made out of stainless steel 304gr. Suitable to be fitted with emitter type power LED"s with all in one optical lens of 85% efficiency step pampered glass 8 mm withprotection class of IP-68.PVC gland , wire 4 core, Holder SS.304. Rating :- IP-68/ ROHS/ CE Make :- DPS (powered By Edison/Panasonic) Supply & Fixing of 4 Nos. DCC Master Control Device for LED Lights having Specifications:- DCC Program based controller with master & slave communication. Pre-Programmed Colour patterns and Load Circuit-Inbuilt with accessories complete, Body - Plastic/PVC, Output Power12V DC, Make - DP Supply and fixing 4 Nos. Load Circuit for LED Lights Make DPS) Output Power - 12V DC complete Load circuit capacity for 1000 W lights. Supplying installation testing and commissioning of Three Phase Openwell5 Nos. submersiblePumping Set totally enclosed water filled squirrel cage induction motor water lubricated with oil seals with sleeves and thrust bearing having all rotating parts dynamicallybalanced for silent operation Suitable for three phase 50 HZAC supply. Make : Kirloskar/Crompton or equivalent Capacity : 7.5 HP Three PhaseHead 10 Mtr Suction & Delivery 85x85mm Supply,installation,testingand commissioningof5 Nos. outdoortypecontrolpanel suitablefor fountainequipmentincluding wiring, cabling, cable tray control wiring and earthing from control panel to motor, starters etc. The control |
| 125 | panel shall be compartmentalize for individual outgoing and shall be made out of 16 SWG CRC sheet in grey color and shall be floor mounted with following. All fittings to be done as per direction of Company. Rating :- IP-65/66 / ROHS/CE Common Electrical Panel forall fountains. Body Size: 1500(W)x1500(H)x600(D) 3 sides open able (a) Main Incomer 320-400A 50kA 4 Pole MCCB 1.00 no. (L&T/BCH/Havells make) (b) Aluminum Busbar 200amps 4.00 nos. (c) 3 Pole MCB 63 Amps 05.00 nos. (L&T/Havells/ Indocopp make) (d) SP MCB 6 Amps 21.05 nos. (L&T/Havells/Indocopp make) (e) DP MCB 16 Amp 6.00 nos. (L&T/Havells/Indocopp make) (f) Single Phase Preventer 05.00 nos. (L&T/Havells/Minilec make) (g) Volt selector switch 1.00 no. (L&T/AE make) (h) Voltmeter 0-500 v 1.00 no. (L&T/AE make) (i) Ammeter 0-50 amps 05.00 nos. (L&T/AE make) (j) Overload relay 30 - 50 Amp. 3.00 no. (L&T/BCH/Havells make) (l) Overload relay 9 - 15 Amp. - 06.00 nos. (L&T/BCH/Havells make) (m) TPN Power Contractors MNX-32.00 3.00 nos. (L&T/BCH/Havells make) (n) TPN Power Contractors MNX-18.00 5.00 nos. (L&T/BCH/Havells make) (o) Pump selector switch 5.00 nos. (L&T/AE make) (p) Indicators - 05.00 sets (EESBEE/Rishabh/L&T make (q) Start/Stop Push Button assembly 05.00 sets (L&T/EESBEE make) |
| 126 | (s) Cable Alley- 1 Set. Supplying and Laying submersible flat/round cables as per site requirement of suitable sizes i.e. approximately, Three core flat type 6 Square mm. Four Core 2.5 square mm. MediumClass conduit pipe. Supplying and Making water Proof joint of underwater cables for submersible cable, 252 Mtr UPVC pipes (80 Schedule) of make Prince/Supreme/Prakash, UPVC Fittings,Socket, Reducer, Ball Valve fixer and all other accessories complete, Non 5 Nos non return and accessories 5 Nos covered Sump Cover in size of 1500x1500mm made of stainless steel 304 grade complete, 5 Nos. Supplying and 100mm dia. Debris Collection Strainers in Stainless Steel 304 grade. Providing and Fixing of Stainless Steel Stand forUnderwater LED Lights. Supply and fixing side waterfallfountain, with complete material in cost of cutting, threading fixing welding and pointing, installation Testing /Supervision / Commissioning/Labour technical labour etc. Transportation charges from Factory to Site where fountain will installed. Including of Mtc for 3 year operational mtc with 1 No skilledoperator/ technical / mechanic complete in all respect. |
| 127 | 1/17.6 Construction of Embankment with Material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications |
| 128 | 2/17.5Compacting Original Groundg 17.5.3 Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) |
| 129 | 3/17.26 Tack Coat 17.26.2Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. |
| 130 | 4/17.29 Built-up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75mm. |
| 131 | 5/17.34 Close Graded Premix Surfacing/Mixed Seal Surfacing Surfacing 20 mm thickness (Type A) with VG-30 17.34.1 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness Type A composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 30 @ 2.2 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specifications. |
| 132 | 6/34.2Cast in Situ Cement Concrete M20 kerb with channel. Construction of cement concrete kerb with channel with top and bottom width 115 and 165mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. 34.2.2 Using concrete Batching and Mixing Plant |
| 133 | SUB HEAD NO-6 MISCELLANEOUS 1/10.30Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 10.30.3 Dark shade pigment using ordinary cement. |
| 134 | 2/10.39Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 10.39.1Red sand stone |
| 135 | 3/13.18 Providing and fixing hard drawn steel wire fabric 75 mm x 25 mm rectangular mesh with 3.25 mm dia wire fixed on steel windows of standard rolled sections with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect. |
| 136 | 4/11.97 Finishingwith Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufactures specifications: 11.97.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied@ 0.90 litre/10 sqm over an under coat of primer applied@ 0.80 litre/1O sqm of approved brand and manufacture |
| 137 | 5/11.66 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compund) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 11.66.1One coat |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
