Housing Urban and Rular Development Government Departments Closing in 7 days TDR #58046754

Tender For The Chemistry Department Located In The Agra College C Us Is Undergoing Repair And Strengthening Work, As Well As The Expansion Of The Library Building.

Issued by Government Departments · Agra, Uttar Pradesh
Tender Value
5.12 Crore
Estimated cost
Bid Submission
26 Oct 2026
7 days left
EMD
10.24 Lakhs
Bank guarantee accepted
Document Fee
2354
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for The Chemistry Department Located In The Agra College C Us Is Undergoing Repair And Strengthening Work, As Well As The Expansion Of The Library Building.

BOQ

Name of Work:- The Chemistry Department located in the Agra College c us is undergoing repair and strengthening work, as well as the expansion of the library building.
Sl. No. Item Description
1Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches.(DSR No-2.8.1)
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. (DSR No-2.25)
3Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.(DSR No-2.35.3)
41:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No-4.1.8)
5Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content,the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum. Plinth Beam, Footing, Coloumn (DSR No-5.33.1.1)
6TMT Fe-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks.(DSR No-5.22.6)
7Class 150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.(DSR No-6.1.2)
8M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc required for proper completion of work. DSR-6.1.1
9Providing and laying in position ready mixed or site batched design mix cementconcrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the All works upto plinth level :mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum (DSR-4.20.1.1)
10Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including supply of all materials, water proofing compound, labour T&P etc. complete.(DSR No-4.1)
11Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with piece of cloth lightly soaked in kerosene oil.(DSR No-4.13)
12Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.(DSR No-2.25,a)
13Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work.(DSR No-2.27)
1415mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M.(DSR No-13.5.1)
15Centering and shuttering including strutting, propping etc. and removal of form for all heights:Foundations, footings, bases of columns, etc. for mass concrete.(DSR No-5.9.1)
16Centering and shuttering including strutting, propping etc. and removal of form for all heights:Columns,Pillars, Piers, Abutments, Posts and Struts.(DSR No-5.9.6)
17Centering and shuttering including strutting, propping etc. and removal of form for all heights:Lintels, beams, plinth beams, girders, bressumers and cantilevers.(DSR No-5.9.5)
18Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick(DSR No-5.9.20)
19Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum. Lintel, Slab, Column and Beam (M-25) (DSR No-5.33.2.1)
20Supply & fixing of flush door commercial quality conforming to I.S. : 2202 Part I (1983) including fixing of wooden cleats & stopper and including fixing and adjustment of hinges , Bolts locks , handles , springs , fitting with necessary screws to be supplied departmentally.Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)Both SIde Laminated (35mm thick)(DSR No-9.21.1+9.22.1*2)
21Fitting for Door Handel, Sliding bolt and Towel bolt (DSR No-MR)
22Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (DSR No-9.23)
23Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)(DSR No-10.15.1)
24Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR No-10.2)
25Providing 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 withnecessary 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, fasteners etc.)(DSR No-10.28)
26Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase(DSR No-12.21.1 )
27Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick(DSR No-11.13.1)
28Fly proof stainless steel grade 304 wire gauge with 0.5 mmdia. wire and 1.4 mm wide aperture with matching woodbeadingg(DSR No-9.7.8)
29Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws 35 mm thick shutters Second class teak wood.(DSR No-9.134.1.2.1)
30Fixing of Door, windows/ventilators chaukhats in position. (a) Door chaukhats(DSR No-14.2.1)
31Fixing of Door, windows/ventilators chaukhats in position. (b) Window chaukhats (DSR No-14.2.3)
3215 mm cement plaster in single coat on ROUGH side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25(DSR No-13.4.2)
3312 mm cement plaster in single coat on FAIR side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25(DSR No-13.5.2)
34Providing and laying \\"brick coba\\" 120mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finised smooth & top (DSR No-) mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work. (DSR No-22.7.1)
35Providing 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), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm(DSR No-11.41.2)
36Providing 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), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm(DSR No-11.46.2)
37Providing and fixing 18 mm thick 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 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab above 0.50 sqm Granite stone slab of colour black, Cherry/Ruby red(DSR No-8.2.2.2)
38Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.Granite Stone Skirting(DSR No-8.11.1 )
39Extra for pre finished nosing to treads of steps of marble stone.(DSR No-11.24)
40Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).(DSR No-11.3.1)
41Supply and fixing 6 mm (1/4\\") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. Anti Skid Tiles(DSR No-11.37A)
42Providing 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 No-8.31)
43Painting Ist coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces up to 10 cm.width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. (Steel and Wood) (DSR No-13.62.1)
44Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) with base of wall putty .(DSR No-13.47.1)
45Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(DSR No-13.41.1)
466mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level. (DSR No-13.16)
47Providing 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.(DSR No-13.8)
48Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes(DSR No-10.30.1)
49Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm(DSR No-9.62.2)
50Providing and fixing stainless steel tower bolts (barrel type) with necessary screws etc. complete.(a) 300 mm x 10mm (DSR No-SOR-20 E)
51Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm(DSR No-9.66.1)
52P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. (DSR No-9.46.3)
53Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper (SOR Ch-27 9.101.2)(DSR No-9.101.2)
54Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required.(DSR No-13.76)
55Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)(DSR No-4.1.3)
56Providing and fixing Stainless Steel Grating of approved quality and colour 100 mm dia(DSR No-SOR-23 Sl29A)
57Providing and fixing Stainless Steel Grating of approved quality and colour 125 mm dia(DSR No-SOR-23 Sl29B)
58Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.(DSR No-9.84)
59Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. DSR 15.7.4
60Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR No 15.56
61Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. DSR 15.4
62Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : DSR No 6.3.1
63Steel 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 No 10.16.1
64Providing 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. DSR No 13.80
65Distempering 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 (For Internal wall surface) 13.41.1
66Finishing 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 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture 13.48.3
67Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR 13.46.1
68Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase DSr No 12.21
69Making 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 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 complete. DSr No 12.22
70Providing and laying integral cement based water proofing treatment 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 Engineer-in-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 Engineer-in-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 65mm DSR 22.7.1
71Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (Single Leaf) DSR No 9.21.1
72Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per (Cost of aluminium snap beading shall be paid in basic item): as per SOR Ch-9 Sl-8 ii) With float glass panes of 5.5 mm thickness With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) DSR No 21.3.1
73Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works DSR No 13.50.3
74Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. DSR No 13.50.2
75Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade One or more coats on old work. : DSR No 13.99.1
76Providing and fixing fly proof stainless steel grade 304 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. 0.50 mm all complete.With 2nd class teak wood beading 62X19 mm DSR No 9.135.1
77Providing 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.110 mm diameter DSR No 12.41.2
78Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. DSR No 12.44
79Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR No 17.1.1
80Providing 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: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. DSR No 17.7.4
81Providing 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 11.41.2
82Providing and fixing 18 mm thick 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 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (Area of slab upto 0.50 sqm) DSR No 8.2.2.1
83Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. DSR No 18.48
84Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR No 15.60
85Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. DSR 26.31.1+26.31.2
86White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests(DSR No-17.1.1)
87Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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-) 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid(DSR No-17.2.1)
88Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. a) 32mm dia(DSR No-17.28.2.1)
89Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers.(DSR No-17.31)
90Providing 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)
91Providing 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)
92Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with onestep CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work a) 25 mm nominal dia Pipes(DSR No-18.9.3)
93Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with onestep CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work b) 32 mm nominal dia Pipes(DSR No-18.9.4)
94Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with onestep CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work c) 40 mm nominal dia Pipes(DSR No-18.9.5)
95Providing and fixing 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 1.00m 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 a) 15 mm nominal dia Pipes(DSR No-18.8.1)
96Providing and fixing 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 1.00m 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 b) 20 mm nominal dia Pipes(DSR No-18.8.2)
97Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore(DSR No-18.21.2.1)
98Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore(DSR No-18.49.1)
99Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 a) 15mm nominal bore(DSR No-18.53.1)
100Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats). a) 25mm. Nominal bore(DSR No-18.18.3)
101Providing and fixing gun metal gate valve with wheel of approved quality. a) 25mm dia nominal bore(DSR No-18.17.1)
102Providing and fixing gun metal gate valve with wheel of approved quality. b) 32mm dia nominal bore(DSR No-18.17.2)
103Providing and fixing gun metal gate valve with wheel of approved quality. c) 40mm dia nominal bore(DSR No-18.17.3)
104Excavating 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)
105Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100mm diameter(DSR No-19.1.1)
106Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. b) 150mm diameter(DSR No-19.1.2)
107Providing & laying 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. a) 100mm diameter S.W. Pipe(DSR No-19.2.1)
108Providing & laying 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. b) 150mm diameter S.W. Pipe(DSR No-19.2.2)
109Providing and fixing square mouth S.W. Gully trap grade 'A' complete with C.I. grating brick masonry chamber with bricks of class M-150 and water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design. a) 150 x 100 mm. size P type(DSR No-19.4.2.2)
110Constructing brick masonry manhole with class bricks M-150 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. With M-150 Bricks(DSR No-19.7.1.1)
111Providing & fixingTolite paper holder (DSR No-17.34)
112Wiring for light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.(DSR No-1.10.3 (Group-C))
113Wiring for exhaust fan point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.(DSR No-1.10.3 (Group-C))
114Wiring for call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.(DSR No-1.10.3 (Group-C))
115Wiring for twin control light point with 1.5 sq.mm FRLS/ HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.(DSR No-1.11)
116Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required(DSR No-1.31)
117Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.(DSR No-1.32)
118Supply and Fixing of Computer Board including 2 Nos. 3 Pin 5/6 A modular socket outlet and 5/6 A Modular switch and 1 No. 6 Pin 5/6 & 15/16 A modular socket outlet and 15/16 A Modular switch and 12 module size, G.I. box along with modular base and cover plate for modular switch in recess etc as required. (DSR No-1.24.1+1.24.4+1.24.3+1.24.5+1.27.6)
119Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required.(DSR No-1.57)
120Supply, Installation, Testing and Commissioning of 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminiumalloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required(DSR No-9.2.3)
121Installation, Testing and Commissioning of Upto 450 mm sweep exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.(DSR No-1.50.1)
122Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.(DSR No-1.51)
123Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.(DSR No-1.38)
124Wiring for circuit/ submain wiring alongwith earth wire with the 2 x 1.5 Sq. mm. + 1 x 1.5 Sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ reccessed medium class PVC conduit as required. (DSR No-1.14.1)
125Wiring for circuit/ submain wiring alongwith earth wire with the 2 x 2.5 Sq. mm. + 1 x 2.5 Sq. mm earth wire FRLS PVC insulated copper conductor, single core cable in surface/ reccessed medium class PVC conduit as required.(DSR No-1.14.2)
126Wiring for circuit/ submain wiring alongwith earth wire with the 2 x 4 Sq. mm + 1 x 4 Sq. mm. earth wire FRLS PVC insulated copper conductor, single core cable in surface/ reccessed medium class PVC conduit as required. (DSR No-1.14.3)
127Wiring for circuit/ submain wiring alongwith earth wire with the 2 x 6 Sq. mm + 1 x 6 Sq. mm. earth wire FRLS PVC insulated copper conductor, single core cable in surface/ reccessed medium class PVC conduit as required. (DSR No-1.14.4)
128Wiring for circuit/ submain wiring alongwith earth wire with the 4 x 6 Sq. mm + 2 x 6 Sq. mm earth wire FRLS PVC insulated copper conductor, single core cable in surface/ reccessed medium class PVC conduit as required. (DSR No-1.14.9)
129Wiring for circuit/ submain wiring alongwith earth wire with the 4 x 10 Sq. mm + 2 x 6 Sq. mm earth wire FRLS PVC insulated copper conductor, single core cable in surface/ reccessed medium class PVC conduit as required. (DSR No-1.14.10)
130Wiring for circuit/ submain wiring alongwith earth wire with the 4 x 16 Sq. mm + 2 x 6 Sq. mm earth wire FRLS PVC insulated copper conductor, single core cable in surface/ reccessed medium class PVC conduit as required. (DSR No-1.14.11)
131Supply and Fixing of 5A To 32A rating 240/415V, 10ka, \\"C\\" curve, miniature circuit breaker suitable for inductive load of Single Pole in the existing MCB DB complete with connections, testing and commissioning etc, as required.(DSR No-2.10.1)
132Supply and Fixing of 5A To 32A rating Triple pole 240/415V, 10ka, \\"C\\" curve, miniature circuit breaker suitable for inductive load of Triple pole in the existing MCB DB complete with connections, testing and commissioning etc, as required.(DSR No-2.10.4)
133Supply and fixing of 40Amp. TP MCB (10KA) C-Curve(DSR No-Quot.)
134Supply and fixing of 63Amp. TP MCB (10KA) C-Curve(DSR No-Quot.)
135Supply and fixing of 6 Amp. to 32Amp. 4 Pole MCB (10KA) C-Curve(DSR No-Quot.)
136Supply and fixing of 63Amp. 4 Pole MCB (10KA) C-Curve(DSR No-Quot.)
137Providing and fixing 125A, 36KA,FPMCCB rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, Ics=100% Icu and Operational Voltage 690V etc. as required.(DSR No-2.2.14)
138Supplying and fixing 4 way (4 + 12), Double door horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator).(DSR No-2.4.1)
139Supplying and fixing 6 way (4 + 18), Double door horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator).(DSR No-2.4.2)
140Supplying and fixing of 4 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(DSR No-2.5.1)
141Supplying and fixing of 8 way (4 + 24), Double door surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(DSR No-2.5.2)
142LED Batten light 40 Watt (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard eviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). (DSR No-8.10.3)
143Supply and Fixing of water tight oblong 10 Watt LED bulkhead luminaire having pressure die cast housing with driver set confirming to IP-65 and above protection IK08, high purity transitivity UV stabilized Non yellowish diffuser for unform light distribution, detachable driver set open and short circuit protection suitable for 24 Hr continuous operation complete in all respect. CAT-AAA 1200 System Lumens > 120Lm/W, PF>0.95, CRI > 70,>300V over voltage protection, 4 KV internal surge protection metal housing with 5 year warrantee.(DSR No-Approved by 47th circle 23.11 )
144LED Down lighter (SMD Type) (System lumen efficacy ≥120<135lm/Watt) Supplying, installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round/ square/ Rectangular) SMD type of 22 watt body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body including trim . (DSR No-8.2.5)
145LED Panel light 2x2 ft., (System lumen efficacy >135 lm/Watt) Supplying, installation, Testing & Commissioning of 36 watt Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends ,CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm)(DSR No-8.8.4)
146LED Smart Street 90 watt light fixture, powder coated pressure die cast aluminium (System lumen efficacy ≥120 and <135 lm/Watt) Supplying, installation, Testing & Commissioning of Smart Street light LED fixture, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement ( < 700ma), Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK- 08, CRI >70, under voltage and over voltage protection, EMI- EMC as per CISPR-15, lenses for beam angle as per ESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report , CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Smart inbuilt controller shall have following features.1.Control and monitor LED luminaries with bi directional control( Status, Fault, Alarm, dimming level, wattage, energy) 2. To measure voltage, current, power, power factor, apparent energy, active energy, operating hours.3. Inbuilt ambient light sensor, motion sensor based on Passive Infra Red (PIR). 4. Wi-Fi LoRA/Zigbee/Powerline with ethernet network based IOT feature as per site requirement or engineer in charge. 5. Should be controlled through auto/ manual 6. Programmable level of not less than 48 different light intensity settings, 7. Inbuilt repeater & relay signals function to othercontrollers(DSR No-8.19.4)
147Supply and laying of 6 Sq. mm. 2 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volt grade at a depth of 750 mm. Below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run sell be fixed on M.S. clamps etc. of suitable size or as directed by engineer incharge complete in all respect including excavation and refilling. The armouring of the cable sell be properly connected with the earth conductor by clamps etc. (DSR No-20a.1.1(Approved by 47th circle ))
148Supply and laying of 70 Sq. mm. 3-1/2 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volt grade at a depth of 750 mm. Below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run sell be fixed on M.S. clamps etc. of suitable size or as directed by engineer incharge complete in all respect including excavation and refilling. The armouring of the cable sell be properly connected with the earth conductor by clamps etc. (DSR No-20a.1.13(Approved by 47th circle ))
149Supply and laying of 120 Sq. mm. 3-1/2 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volt grade at a depth of 750 mm. Below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run sell be fixed on M.S. clamps etc. of suitable size or as directed by engineer incharge complete in all respect including excavation and refilling. The armouring of the cable sell be properly connected with the earth conductor by clamps etc. (DSR No-20a.1.15(Approved by 47th circle ))
150Supply and laying of 240 Sq. mm. 3-1/2 Core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volt grade at a depth of 750 mm. Below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run sell be fixed on M.S. clamps etc. of suitable size or as directed by engineer incharge complete in all respect including excavation and refilling. The armouring of the cable sell be properly connected with the earth conductor by clamps etc. (DSR No-20a.1.18(Approved by 47th circle ))
151SITC of LT panel vermin proof mounting , M.S. channel base with bottom and fabricated out of 2.0/1.6mm thick CRCA sheet steel, painted with powder coated paint of shade as per the direction of Engineer in charge after proper sheet treatment process of sheet steel. The bus bar of panel shall be of electrical grade high conductive aluminium alloy of appropriate cross-section as per ratin the main bus bar shall run throughout the panel of rating as main incomer rating. The bus bar shall be supported by non hygroscopic SMC/DMC bus bar supports which shall be mounted on proper interval to ensure the bear the jerks of short circuit of 50kA for panels having ACB as incomer & 36kA for panels having MCCB incomers panel shall be constructed in fully segregated comparment design for each feeder as per 3b construction fonnat the panel shall be completed in all respect as per IS: 8623 part-2&3 . There shall be seprated metering compartment for incommer metering and outgoing metering. All incommer feeders shall be provided with multifunctioning metering along with phase indicating lights and other associated components such as CT, control MCB terminal block etc. and all outgoing feeders 100A and above shall be provided with 3 phase ammeter along with phase indicating lights and other associated components such instruments shall be digital type and indicating lights shall be LED type. wiring shall be done from 1100V grid PVC insulated copper flexible wire. All ACB shall be electrically operated draw out type with all MCCB shall be thermal magnetic/microprocessor with O/L & S/C protection along with required spreaders & extended rotary handle with pad locking facility of Breaking capacity (ICU/ICS) 36KA or more all MCB shall be thermal 10KA 'C' Curve cubicle type switch board shall be category A and B only. Incoming: 400 Amp. MCCB 1 No., Outgoing: 200 Amp. MCCB-2 Nos.,100 Amp. MCCB-1No. & 63 Amp. MCCB-1 No.(DSR No-20.1.3(a) (ii))
152Supplying and making end termination with brass compression gland and aluminium lugs for 2 X 6 sq. mm (19 mm) of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.(DSR No-11.1.1)
153Supplying and making end termination with brass compression gland and aluminium lugs for 3½ X 70 sq. mm (38 mm) of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.(DSR No-11.1.23)
154Supplying and making end termination with brass compression gland and aluminium lugs for 3½ X 120 sq. mm (45 mm) of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.(DSR No-11.1.25)
155Supplying and making end termination with brass compression gland and aluminium lugs for 3½ X 240 sq. mm (62 mm) of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.(DSR No-11.1.29)
156Earthing with GI Earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 mtr long etc. with charcoal/coal and salt as required(DSR No-5.4)
157Providing and Fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required.(DSR No-5.15)
158Supply and Fixing of Heavy Duty Double Break Fuse Switches-HBC Fuse Type 400Amp. 415V AC, Make-Havells. HSN Code-8537, (DSR No-Quot.)
159Supply of 10 Watt LED Bulb(DSR No-Quot.)
160Supply of fresh air Fan 300 mm. Make-Crompton and equivalent.(DSR No-Quot.)
161Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality.(DSR No-Quot.) Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58046754
AUTHORITY Government Departments
TENDER VALUE 5.12 Crore
LAST DATE 26-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for The Chemistry Department Located In The Agra College C Us Is Undergoing Repair And Strengthening Work, As Well As The Expansion Of The Library Building.
Basic Detail
Tender No The Chemistry Department located in the Agra College campus
Bidding Type Tender
Location
City Agra
State Uttar Pradesh
Key Dates
Publish Date 15 Oct 2026
Submission Date 26 Oct 2026
Open Date 26 Oct 2026
Finance
Tender Value 5.12 Crore
Tender Fee 2354
EMD 10.24 Lakhs
Exemption Not Available
Document List
a2cefeaf-a553-4ce2-b285-458500abd715.html
BOQ_2258746.xls
CBD.pdf
Tendernotice_1.pdf

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Oct 15, 2026
11:30 IST

Tender Published

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Completed
Oct 26, 2026
17:00 IST

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Upcoming · 7 days
Oct 26, 2026

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