Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 21 days TDR #56798671

Tender For Construction Of 33/11 Kv Sub-Station Building, 04 Nos. Type1 Residence And 01 Nos. Type-2 Residence In Sector-1C Of Bhoomi Vikas Grihesthan Evam Bazar Yojana(Greeen Field Township) Ayodhya.

Issued by Boards / Undertakings / PSU · Ayodhya, Uttar Pradesh
Tender Value
4.36 Crore
Estimated cost
Bid Submission
27 Aug 2026
21 days left
EMD
8.73 Lakhs
Bank guarantee accepted
Document Fee
7080
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ayodhya → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Construction Of 33/11 Kv Sub-Station Building, 04 Nos. Type1 Residence And 01 Nos. Type-2 Residence In Sector-1C Of Bhoomi Vikas Grihesthan Evam Bazar Yojana(Greeen Field Township) Ayodhya.

BOQ

Name of Work:- CONSTRUCTION OF 33/11 KVA ELECTRIC SUB STATION , TYPE 1 & TYPE 2 RESIDENCE AT SECTOR 1C IN BHOOMI VIKAS ,GRHISTHAN EVAM BAZAR YOJANA (GREEN FIELD TOWNSHIP YOJANA) AYODHYA
Sl. No. Item Description
1Earth 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 upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil. (DSR2.6.1)
2Filling available excaveted earth work(excluding rock) in trenches,plinth,sides of foundations etc.in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering,lead up to 50 and for all lift. (DSR- 2.25)
3Earth work in filling with laying to be in 20 cm layers including ramming and watering, leveling and drassing the surface to be required level including supply of all material, T & P etc. complete as per direction of E/I cartage within 8 km out side from scheme. (AOR-01)
4Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation (DSR-4.1.8)
5Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2.27)
6Brick work with common burnt clay (non-modular) bricks of class-150 in foundation & plinth in. Cement morter 1:4 (1 cement:4 coarse sand) (AOR-3)
7Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR-2.35.3)
8Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level.1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size) (DSR-5.1.2)
9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural ources). (DSR-5.3)
101:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-4.1.2)
11Applying trimix concreting surface with groom finish as per pattern design including mixing of surface hardener @3.6 kg/sqm in cement including cost of all material labour T&P complete for proper completion of work. (MR)
12Making groove cutting of CC road as per direction of E/I (3.14 x 3.00 M). (MR)
13Centering,shuttering inluding strutting,proping etc. & removal of form for.Foundations, footings, bases of columns, etc. for mass concrete. (DSR-5.9.1)
14Same as avobe Item No.13 but for Suspended floors, roofs, landings, balconies and access platform.Hight up to 3.5 m (DSR-5.9.3)
15Same as avobe Item No.13 but for Lintels, beams, plinth beams, girders, bressumers andcantilevers.Hight up to 3.5 m ( DSR-5.9.5)
16Same as avobe Item No.13 but for Columns, Pillars, Piers, Abutments, Posts and Struts.Hight up to 3.5 m (DSR-5.9.6)
17Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) (DSR-5.11.1)
18Brick work with common burnt clay (non-modular) bricks of class-150 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand) (AOR-3)
19Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in ll shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) AOR-4
20Half brick masonry with bricks of class designation 15 (Class-150) in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement : 4 coarse sand (FM 1.50 to 2.00) AOR-7
21Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars atevery third course of half brick masonry. DSR-6.15
22Providing and fixing of Single leaf 35 mm thick ISI marked flush door shutters conforming to IS : 2202 (Part |!) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR-9.21.1)
23Same as above Item No.22 Single leaf 30 mm thick (DSR- 9.5.1.1)
24Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 45x45x6 mm, joints mitred and welded by angle iron 45x45x6mm or 35x 5 mm flat pieces to the existing T-iron 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. (DSR-10.31)
25Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (DSR-9.53)
26Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. (DSR-9.147A) After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds. Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 meter). (DSR-9.147.A4.1)
27Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system, (Height upto 1.8m). (DSR-9.147.A4.2)
28Providing and fixing 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 all complete. Fixed to steel windows by welding. (DSR-9.48.1)
29Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading (DSR-9.51.2)
30Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood (9.27.1.1)
31Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood (DSR-9.134.2.2.1)
32Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat ofapproved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces (DSR-10.5.1)
33Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipeshaft 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. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover (DSR-10.6)
34Providing and fixing ball bearing for rolling shutters. (DSR-10.7)
35Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat 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. (DSR-10.3)
36Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more.(DSR-5.22.6)
37Fixing of Door chaukhats in position. (MR)
38Fixing of Window chaukhats
39Fixing ofVentilator chaukhats
4012 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-13.4.2)
4112 mm thick cement of mix : (Bearing plaster) 1:6 (1 cement: 6 fine sand) (DSR-13.1.2)
42Plaster 12 mm th. (top coat finish neat cement ) (DSR-13.4.2)
4315 mm cement plaster on plinth plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-13.5.1)
4415 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand. (2.25FM) (DSR-13.5.2)
45Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. (DSR-11.41.2)
46Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joint with white cement & matching pigments etc. complete. 11.46.2 Size of Tile 600x600 mm (DSR-11.46.2)
47Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate (DSR-11.3.1)
48Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 25 mm thick with 20 mm nominal size stone aggregate (DSR-11.3.1)
49Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick (DSR-11.26.1)
50Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-11.27)
51Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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. (DSR-11.40)
52Providing and fixing Ist 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 (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. (DSR-8.31)
53Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 (DSR-13.48.3)
54Painting 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 (DSR-13.48.2)
55Finishing walls with Acrylic Smooth exterior paint with silicon additives of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90litre/10 sqm) (DSR-13.46.1) TYPE 1
56Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) (DSR-13.44.1) BOUNDRY WALL
57Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 (DSR-13.48.3 -13.50.3) BOUNDRY WALL
58Finishing walls with Acrylic Smooth exterior paint with silicon additives of required shade New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90litre/10 sqm) (DSR-13.47.1) MAIN BUILDING & RESIDENCE
59Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (DSR-13.41.3)
60Providing 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 complete. (DSR13.80)
61Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR-10.30.1)
62Providing & fixing of 200mm x 16mm Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (MR)
63Same as above ITEM No.62 but for 250mm x 16mm . (MR)
64Providing and fixing of 250 mm x 10mm stainless steel towerbolts (barrel type) with necessary screws etc. complete (MR)
65Same as above Item No.64 but for 150 mm x 10mm (MR)
66Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm (MR)
67Providing and laying integral cement based water proofing treatment (brick coba )including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-22.7.1)
68Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVCfoam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profilesto be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin- Charge. (DSR-9.119)
69Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottomrail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters (DSR-9.120.2)
70Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. (DSR-16.90)
71Providing and fixing 25 mm thick pre-laminated medium density fibre board exterior grade (Grade-l) 1S:14587:1998 marked with one sidedecorative and other side balancing lamination for cupboard shutters edges to be sealed with PVC edge bending tape 2.00 mm thick ofapproved brand including ISI marked nickel plated bright finishing M.S. piano hinges conforming to |S:3818 marked with necessary screw etc all complete. (DSR-9.159)
72Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, steners etc.). (DSR-10.28)
73Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size, with top and bottom rail of T-iron 40x40x6mm, with 40mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. (DSR-10.3)
74Steel 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. complete. Hot finished welded type tubes. (DSR-10.16.1)
75Providing of Fiber resin Product (FRP ) in Approved size, Pattern, Design, The U.V. FR FRP should be made from Physical state- Liquid, Boiling Point - 295 degree F, Freezing point - not determind, Flash Point - 89 degree F TCC, Vapor Pressure-4.50 mm HG@ 68 degree F, Density - 9.2 lb./gal. Specific gravity-1.1 to 2.5, Volitele by weight 30-40%, Protection of High quality fiber-reterdant fiber material with UV Protection, ensuring durability and safty ,Precise shaping of the fiber panels to match the approved design specifications. The material casting should take place in synthetic rubber/FRP Mould manufactured by 'reckli' or equivalent. ( MR)
76Supply and Fixing of Glass Fiber Reinforced Concrete (G.F.R.C) Elements in approved size, pattern,design,thickness (25-30 mm internal,35-40 mm External) .The GRC Element should be made from 53 Grade white Portland Cement manufactured by JK Cement or Equivalent,Quartz,Fine Silica Sand,Alkali Resistant Glass Fiber manufactured by Saint Gobain OCV,Neg Japan or Equivalent , Super plasticizers manufactured by FOSROC,BASF Nerolac Perma or equivalent ,Polymers manufactured by BASF, Nerolac Perma or Equivalent and U.V. Resistant Synthetic inorganic pigments should be used for pigmentation manufactured by BAYFERROX (Germany) or equivalent .The Material casting should take place in FRP Mould manufactured by' Reckli' or equivalent The Fixing of GFRC Element Work with Dry fixing method using fastners. and necessary hardware etc in building Facade complete as per approved drwing or Direction by Engineer in-Charge. (MR)
77Providing and fixing 18mmthick 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 and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand ) (FM 1.50 to 2.00)) ,joints treated with white cement , mixed with matching pigment ,epoxy touch ups, including rubbing , curring , moulding and polishing to edges to give high gloss finish etc. complete at all levels .Granite stone slab of colour black, cherry /Ruby red (Area of slab over 0.50 sqm) DSR 8.2.2.2
78Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR-16.1)
79Providing and laying spreading and compacting graded stone aggrigate to wet mix macadam specification including premixing the material with water at OMC in mechenical mix plan carriage of mix material by tipper to site laying to unifarm layer with paver in sub base /base course on well prepared surface and compacting with vibratry roller to achive the desired density. (MoRTH &HSI No. 406 )
80Providing & laying factory made chamfered edge C.C. Paver block in foothpath,parks,lawns drive way or light traffic parking ete of required strength thickness and size / made by table vibratory method using PU mould ,laid in required colour and pattern over 50 mm thick compacked bed of sand ,compacating and proper embedding /laying of interlocking paver block into the sand bedding through vibratory compaction by using plate vibrator ,filling the joints with sand and cutting of paver block as per required size and pattern ,finishing,and swipping extra sand . compleall as per direction of Enginner-in-charge. 80 mm thick C. C. paver block of M-35 grade with approved colour ,design and pattern (DSR-16.91.2)
81CO2 type Fire Extinguisher 4.5Kgs. Capacity, made from brand new seamless cylinder, as per IS: 2878 and TAC approved, complete with initial charge and wall bracket ,along with supply of all materials and labour for porper completion of work (.ELECTRICAL SOR-2018(1132)
82ABCtype fire extinguisher of 6.0 kg capacity ISI marked conforming to IS 15683 and TAC approved, complete with initial charge and wall bracket ,along with supply of all materials and labour for porper completion of work.ELECTRICAL SOR-2018 (1131A)
83ABCtype fire extinguisher of 9.0 kg capacity ISI marked conforming to IS 15683 and TAC approved, complete with initial charge and wall bracket ,along with supply of all materials and labour for porper completion of work. (ELECTRICAL SOR-2018 (1131B )
84Providing and fixing water closet squatting pan (Indian type W.C. pan ) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 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 (DSR No. 17.1.1)
85Same as above Item no 84 but for European type W.C. pan with white plastic seat and lid.Make- Cera,Hindware. (DSR No. 17.2.1)
86Providing 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 a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. (DSR No. 17.7.4)
87Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink 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 without drain board of size 610x510x200mm (DSR No. 17.10.21)
88Providing and fixing of 32mm dia flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.(DSR No. 17.28.2.1)
89Same asabove Item No.88 but for 40mm dia (DSR No. 17.28.2.2)
90Providing and fixing white 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 requireda) One urinal basin with 5 litre white P.V.C. automatic flushing cistern (DSR No. 17.4.1)
91Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm 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 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade (DSR No. 8.10.2)
92Providing and fixing 600x450 mm 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 complete. (DSR No. 17.31)
93Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge.15mm nominal bore (DSR No. 17.16A)
94Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per the direction of Enginer-in-charge. (DSR No. 17.22A)
95Providing and Fixing C.P. brass Ablution health faucet assembly with 1.0 m long braided PVC hose with mounting bracket fixed on wall complete.[FOR EWC]-Make-JAQUAR ALD-565
96Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to IS:8931. 15 mm nominal bore-ESSCO SQT 526AKN
97Providing and fixing CP Brass Single lever telephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge.a) 15mm dia nominal dia. (DSR No. 17.22B
98Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893118.53.1 15 mm nominal bore (DSR No. 18.53)
99Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78mm and effective height of 88 mm, weighing not less than 190 gms. (DSR No. 17.73.2)
100Supplying & Fixing of CP soap tray fixed to the wall with PVC rubber plug with CP brass screws- Make-ESSCO AEC-1131
101Providing 15 mm dia. inlet C.P. brass Providing and Fixing C.P. Single flow overhead shower(With Arm)-ESSCO EOS-542A-125MMDIA
102Supply and fixing of UP10mm dia OD. Aligarh )VC SWR Pipe type B conforming to IS-13592n including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar conforming to IS -14735. Also including excavation of trenches cutting of walls and holes and repairing the walls, floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, Tee and Y-Tee including supply of all ,material labour and T&P required for proper completion of wor SOR-2022,CH-23 SI No.34(iii
103(b) Same as above Item no.102 but for 90mm dia OD. Aligarh SOR-2022,CH-23 SI No.34(ii)
104Supply and fixing of UPVC SWR Nahani trap size 100/75, 110/90mm conforming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty C.P. brass jali. Aligarh SOR-2022,CH-23 SI No.35
105Making 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 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.a) 110mm (DSR No. 12.22)
106Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.a) 110mm (DSR No. 12.43.2)
107Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.(DSR No. 12.46)
108Providing 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 gap for thermal expansion, (i) Single socketed pipes. a) 110mm diameter (DSR No. 12.41.2)
109Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. a) 110mm diameter (DSR No. 12.46)
110Providing and fixing of 25mm dia nominal bore 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.(internal work)Exposed on wall (DSR No. 18.9.3)
111Same as above Item No. 110 but for 32mm dia nominal bore (DSR No. 18.9.4)
112Providing and fixing of 15mm dia nominal bore Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge.Concealed work, including cutting chases and making good the walls etc. (DSR No. 18.8.1)
113Same as above Item No.112 but for 20mm dia nominal bore (DSR No. 18.8.2)
114Providing and fixing 20mm dia nominal bore Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall 20mm dia nominal bore (DSR No. 18.7.2)
115Same as above Item No.114 but for 25mm dia nominal bore (DSR No. 18.7.3)
116Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.a) 15mm nominal bore (DSR No. 18.21.2.1)
117Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore (DSR No. 18.49.1)
118Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.a) 15mm nominal bore (DSR No. 18.51.1)
119Providing and fixingof 20 mm dia nominal boregun metal gate valve with wheel of approved quality. (DSR No. 18.17.1A)
120Same asabove Item No.119 but for 25mm dia nominal bore (DSR No. 18.17.1)
121Same asabove Item No.119 but for 32mm dia nominal bore (DSR No. 18.17.2)
122Providing and fixing of 20 mm nominal bore ball valve (brass) of approved quality, High or low pressure, with plastic floats complete (DSR No. 18.18.2
123Same asabove Item No.122 but for 25 mm nominal bore (DSR No. 18.18.3)
124Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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.a) Circular Tank (DSR No. 18.48A)
125Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.a) Pipes 80mm to 300mm diameter. (DSR No. 2.10.1.2)
126Supply and fixing of 110mm diameter UPVC SWR Pipe type B conforming to IS-13592n including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar conforming to IS -14735. Also including excavation of trenches cutting of walls and holes and repairing the walls, floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, Tee and Y-Tee including supply of all ,material labour and T&P required for proper completion of work.Aligarh (SOR-2022,CH-23 SI)
127Same as above Item No.126 but for 160mm diameter Aligarh SOR-2022,CH-23 SI No.34(iv)
128Providing & laying of 110mm diameter S.W.R. Pipe cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
129b) Same as above Item No.128 but for 160mm diameter S.W.R. Pipe (DSR No. 19.2.2)
130Making Gully Trap Chamber Size 300x300x300 mm with class 150 brick work in 1:6 cement & Coarse sand mortar,base concerete in 1:6:12 cement coarse sand and 40 mm brick ballast ,12 mm plaster with 1:3 cement coarse sand mortar with finished with neat cement including providing and fixing UPVC S.W.R. Gully trap conforming to IS 14735 size 150x100 mm dia of self cleaning design and CI cover 300x300 mm(not less than 4.50 Kg) size C.I. grating 150x150 mm including cost of all material labours, T&P etc.required for proper completion of the work as per direction of E/I.
131Making House Connecting chamber size 60x60x60 with class 150 brick work in 1:6 cement and coarse sand mortar and base concrete in 1:6:12 cement , coarse sand and 40 mm brick ballast ,12 mm plaster with 1:3 cement coarse sand mortar with finished with neat cement and making in 1:2:4 cement, coarse sand and stone grit 20 mm nominal size including circular shape 560 mm dia precaste RCC Manhole cover with frame (HD-20) including cost of all material labours, T&P etc.required for proper completion of the work as per direction of E/I.
132Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20mm square bar (DSR-19.15.1)
133Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter(DSR-19.19.2.2)
134Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole manually.(DSR-23.1.1.1)
135Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia(DSR-23.4.2)
136Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(DSR-23.5)
137Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(DSR-23.6)
138Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.(DSR-23.7)
139Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.(DSR-23.8)
140Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of S.W. Pipes including bed concrete as per standard design.110mm diameter S.W.R. Pipe (DSR-19.3.2)
141Same as above Item No.140 but for 160mm diameter S.W.R. Pipe (DSR-19.3.3)
142Constructing brick masonry INSPECTION chamber 60x60x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as per design. With FPS bricks
143Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch,modular plate, suitable size GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP-B(DSR 1.10.2)
144Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, two way modular switch,modular plate, suitable size GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (DSR 1.11)
145Supply fixing and concealing of 20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work. ( T.V. /Telephone) (DSR1.21.1 )
146Supply and wiring of submain 2 number 2.5 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 1.5 sqmm FR PVC insulated multistranded copper conductor (DSR 1.7.2)
147Supply and wiring of submain 2 number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FR PVC insulated multistranded copper conductor (DSR 1.7.3)
148Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 6 sqmm FR PVC insulated multistranded copper conductor (DSR 1.7.4)
149Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with 2 number 6 sqmm FR PVC insulated multistranded copper conductor (DSR 1.7.9)
150Supply and wiring of submain with two number 1.5 sq. mm. FR PVC insulated 1100 V grade multi strand single core copper conductor cable in 20 mm dia. heavy duty (2 mm thick) PVC conduit with 1 number 1.5 sq. mm. FR PVC insulated 1100 V grade multi strand core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect.(DSR 1.14.1)
151Supply & fixing of single wall bracket on matching M.D.F.E.G. board base etc. complete in all required. Cat. AA(SOR-2018/412)
152Supply and fixing of 36 WATT to 46watt indoor recess mounting LED swuire fitting for armstrong ceiling having power power coated die cost alluminium complete in all respect.Cat. AAA(UPPWD SOR 1406)
153Supply anf fixing of recess / Surface /Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder Coated die cast aluminium housing with heat sink diffuser / Reflector and driver set complete in all respect. ( Mirror Light)Category AAA (SOR-2018/1402)
154Supply anf fixing of recess / Surface /Pendent mounting round 24 to 32 Watt LED Down Lighter having Powder Coated die cast aluminium housing with heat sink diffuser / Reflector and driver set complete in all respect. ( Mirror Light)Category AAA(SOR-2018/1405)419 (IV)
155Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT-AA(SOR-2018/1413)
156Supply & fixing of Call Bell Of Approved Make on matching polished MDFEG board brass including connection etc. as required. (DSR 1.24.8)
157Supply & fixing of buzzer on polished MDFEG/Teak ply board including making connections etc. complete in all respect.(SOR-2018/1103)
158Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.(DSR5.4)
159Supply and burying of 40mm dia x 4.5 metres long G.I. pipe, vertically for earthing having 12mm dia. holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No.6 to 8SWG G.I.wire in G.I. pipe upto appron (and from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) upto switch board, 30cm. square C.I.box with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.(DSR5.2)
160Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects.(DSR 5.9)
161Supply & fixing of two number 6 SWG G.I. wire for earthing purpose as required complete in all respects.(SOR-2018/723)
162Supply and fixing of switch box made up of 16 SWG (1.5 mm ) thick M.S. sheet of Following size duly painted with red oxide primer and flushed in wall including cutting of brick work fixing it to the level with cement sand mortar,including matching colour wash supply of all material, labour and T & P etc. required for proper completion of the work.asdirected at site by the engineer in charge.same as in item No. 159 but of size 150x150x65 mm. size(SOR-2018/160)
163Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve 5 - 32 amps.Cat. A(DSR 2.10.1)
164Supply and fixing of 40 Amp MCB 4 pole (10KA)C Curve Cat. A (DSR 2.14.2)
165Same as above Item No.164 but for 63 Amp. 4 Pole MCB C Curve-Cat. A(DSR 2.15.3)
166Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 600x480x200 mm. size(DSR 2.1.2)
167Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followed by two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work.600x480x200 mm. size(UPPWD SOR 1147)
168Supply and fixing of 4 Way TPN flush/surface mounting distribution boards with additional metal door without MCB complete in all respects. (DSR 2.4.1)
169Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape, etc. complete in all respects.(SOR-2018/1129)
170Supply and fixing of power plug with 15 Amp./250 Volt flush type universal switch and 5 pin 15 A/250 V flush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.(DSR1.30)
171Supply & fixing of Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in all respects as per direction and satisfaction of engineer-in-charge.-Cat. A
172Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects.(SOR-2018/1116)
173Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. (SOR-2018/1120)
174Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properly etc. complete as required.(SOR-2018/1122)
175Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.(DSR-2023/ 10.18)
176Supply fixing of electronic fan regulator (Modular) 120-280 V. ISI marked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.(SOR-2018/1203(C))
177Supply and laying of 35 sqmm 3.5 core (main building to pannel room) aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. (SOR-2018/501 m)
178Same as above Item No 177 but for 70 sqmm 3.5 core (main building to pannel room)(SOR-2018/501 m)
179(b) Same as above Item No 177 but for 300 sqmm 3.5 core(transformer to pannel room)(UPPWD SOR 501(s))
180Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection. The panel sheet structure shall undergo seven tank pre-treatment process before painting. The sheet steel shall be all of 2.2mm thick CRCA sheet. All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers. The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm. The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections. All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable. Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places. The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters. Proper sized cable termination gland plates shall be provided on cable alleys and knockouts for same shall be provided during fabrication stage itself. The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions. A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel. Panel shall be so designed at to have minimum 20% spare feeders/space. Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement. All cable terminations shall be from top. The complete panel shall be fuse less type, for control circuits 2A/6A MCB's to be used.All bus bars shall be of aluminium, electrolytic grade only. Maximum design density shall not exceed 1 Amps/Sqmm. All bus bars shall be insulated with coloured heat shrinkable PVC sleeved. All bus bar supports shall be non hygroscopic DMC/SMC supports.The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.
181The minimum clearances between bus bars shall be as follows :L.T. Panel Incoming : one (1) No.800Amp. TPN-1No.Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-200A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.One (1) Set of Phase Indication Lamp. Bus Bar :One (1) No.200 A, TPN aluminimum bus bar of suitable length. Outgoing :Phase indication lamps on each outgoing to be provided.200 Amp. MCCB- 3 No. OR outgoing as per site requirment(AS/SLD) Phase to phase - minimum 20mm and Phase to neutral-minimum 15mm CUBICAL PANEL BOARD ( MCCB TYPE ) SOR-815-e(ii))
182Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules.(SOR-2018/1109)
183Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality.(SOR-2018/1136)
184Supplying and drawing following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as require 2 Paird.( DSR 1.18.2)
185Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. (DSR 1.19)
186Supplying and fixing of Telephone socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required.( DSR 1.24.6)
187(b) Same as above Item No 186 but for TV antenna socket outlet(DSR1.24.7)
188Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75mm X 75 mm X 60mm Deep (DSR 1.22.1)
189Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mm X 75 mm) (DSR 1.27.1)
190Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. (DSR1.51)
191Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.(DSR 1.26)
192Supply and erection of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required (PWD-1501(I))
193Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep.
194Supply of LED bulb of approved make of 15 to 25 watt.
195Providing, laying and fixing following100 mm dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.(DSR 14.14.1) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56798671
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 4.36 Crore
LAST DATE 27-08-2026
Authority
Authority Name Uttar Pradesh Housing And Development Board
Work Description Tender For Construction Of 33/11 Kv Sub-Station Building, 04 Nos. Type1 Residence And 01 Nos. Type-2 Residence In Sector-1C Of Bhoomi Vikas Grihesthan Evam Bazar Yojana(Greeen Field Township) Ayodhya.
Basic Detail
Tender No 1358/M-10/360 Dated 24-07-2026
Bidding Type Tender
Location
City Ayodhya
State Uttar Pradesh
Key Dates
Publish Date 01 Aug 2026
Submission Date 27 Aug 2026
Open Date 27 Aug 2026
Finance
Tender Value 4.36 Crore
Tender Fee 7080
EMD 8.73 Lakhs
Exemption Not Available
Document List
TenderFinancial.pdf
Tendernotice_1.pdf
TenderTechnical.pdf
2d95ff8c-5b61-46d9-86f2-fb4a86474cb8.html
BOQ_2204903.xls

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Tender Timeline

Aug 01, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 21 days
Aug 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
pdf

TenderFinancial.pdf

pdf

Tendernotice_1.pdf

pdf

TenderTechnical.pdf

html

2d95ff8c-5b61-46d9-86f2-fb4a86474cb8.html

xls

BOQ_2204903.xls

Disclaimer

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