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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC 09 DADU BAGH MARKET KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹2.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.9 Cr+₹67,354.40 (0.23%)Rejected-Finance | ₹2.9 Cr+₹67,354.40 (0.23%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
Tender Value
₹3 Cr
EMD Value
₹6 L
Closing Date
16 Mar 2020, 9:00 amClosed
General Manager (Garhwal)
Office of Chief General Manager Construction Wing UKPJN 403/1 Indira Nagar Dehradun
CONSTRUCTION OF GOVT. INTER COLLEGE AT PIRANKALIYAR, BLOCK ROORKEE. (UNDER P.M.J.V.K.).
2020_MDPEY_22866_1
570/Nivida(garhwal)/78 dated 20/02/2020
Open Tender
Civil Works
Item Rate
540 days
PIRANKALIYAR, BLOCK ROORKEE
Please refer tender document
3 documents required · 3 mandatory
₹5,900
Project Manager Construction Unit UKPJN Reshikesh
₹6 L
Dehradun
31 Dec 2020
25 Feb 2020
17 Mar 2020
26 Feb 2020
16 Mar 2020
3 Mar 2020
2 Mar 2020
Amount
DSR No. 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil.
DSR No. 2.25 Filling 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 m and lift upto 1.5 m.
DSR No.2.27 Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
DSR No.2.10.1.2 Excavating trenches 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, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
DSR No. 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil.
DSR No. 2.35.3.1 Applying antitermite treatment with specified chemicals under floors, sides of foundation etc. : With Chlorpyriphos / Lindane E.C. 20% with 1% concentration
DSR No. 2.34.1 Supplying chemical emulsion in sealed containers including delivery as specified Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
DSR No. 2.1.6+2.25+1.1.2 Fiiling of soil brought from borrow pits with all works complete in campus.
DSR No. 4.1.8 P/L cement concrete - all works upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
DSR No. 4.11 Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
DSR No. 4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
DSR No. 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
DSR No. 6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
DSR No. 4.1.3 P/L cement concrete - all works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
DSR No.19.3.2 P/L cement concrete - all works upto plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
DSR No. 5.33.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level
DSR No. 5.33.2 P/L RCC M25 design mix for All works above plinth level upto floor V level
DSR No. 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
DSR No. 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
DSR No. 5.9.6 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.
DSR No. 5.9.5 Columns, Pillars, Piers, Abutments, Posts and Struts
DSR No. 5.9.20 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
DSR No. 5.9.7 Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12 mm thick
DSR No. 5.9.20 Stairs, (excluding landings) except spiral-staircases
DSR No. 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
DSR No. 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
DSR No. 6.4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
DSR No. 6.13.2 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
DSR No. 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
DSR No. 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
DSR No. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
DSR No. 9.20.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws
Providing and fixing ISI marked M.S.Oxidised fitting for door windows.
DSR No. 9.62.2 250x16 mm sliding door bolts
DSR No. 9.63.1 250x10 mm Tower bolt
DSR No. 9.63.3 150x10 mm Tower bolt
DSR No. 9.66.1 125 mm handles
DSR No. 9.66.2 100 mm handles
DSR No. 9.101.2 hanging floor door stopper, Twin rubber stopper
DSR No. 9.68.3 200 Casement stays (straight peg type) with necessary screws etc. complete, weighing not less than 120 gms
DSR No. 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
DSR No. 9.79.2 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 50 mm
DSR No. 9.114.1 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. : Triple strip vertical type
DSR No. 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge:
DSR No. 10.14.2.1 (A) "Profile B" Fixing with adjustable lugs with split end tail to each jamb
DSR No. 10.14.3.1 (B) "Profile C" Fixing with adjustable lugs with split end tail to each jamb
DSR No. 10.15.1 Providing 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. 9.48.1 Providing 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 No. 9.51.2 Providing 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 No. 10.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
DSR No. 10.30.2 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
DSR No. 25.8 Design supply & installation of suspended Spider Glozing system designed to withstand the wind pressure as pr IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. “
DSR No. 11.41.2 Providing 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.
DSR No. 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specifiedby manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm double charged
DSR No. 11.39 Providing 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 colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
DSR No. 8.31 Providing 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. 8.2.2.1 Providing 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. Granite of approve colour.
DSR No. 11.26 Kota 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) : 25 mm thick
DSR No. 11.27 Kota 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 No. 22.7.1 Providing 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 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 Engineerin-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
DSR No. 12.21 Providing 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. 12.41.2 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
DSR No. 12.42.5 110 mm bend
DSR No. 12.42.6 110 mm Shoe
DSR No. 12.42.4 110x110x110 mm tee
DSR No. 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 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. 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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. 110 mm
DSR No. 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarsesand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
DSR No. 13.1.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
DSR No. 13.2.2 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
DSR No. 13.50.1 Applying priming coat : With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
DSR No. 13.45.1 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
DSR No. 13.41.1 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer
DSR No. 13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
DSR No. 13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
DSR No. 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
DSR No. 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
DSR No. 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
DSR No. 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
DSR No. 17.32.4 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm
DSR No. 12.41.2 P/L 110 mm dia UPVC soil waste pipe with pressure 6kg/CM2 for sewer.
DSR No. 17.73.2 Providing 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 78 mm and effective height of 88 mm, weighing not less than 190 gms
Non Schedule Items P/F Upvc nahani trap 110x110mm dia
DSR No. 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
DSR No. 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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.
Non Schedule Items P/F Upvc terminal guard 110 mm dia
DSR No. 18.74.2 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length
DSR No. 12.42.5.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend
Non Schedule Items P/F Upvc door bend 110 mm dia.
DSR No. 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia
DSR No. 12.42.4.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
DSR No. 17.8 P/F white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
DSR No. 17.5.2 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
DSR No. 8.10.2 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
DSR No. 17.11.2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm
DSR No. 18.11.1 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore
DSR No. 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
DSR No. 18.10.2 20 mm dia nominal bore
DSR No. 18.10.3 25 mm dia nominal bore
DSR No. 18.12.4 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore
DSR No. 18.49.1 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
DSR No. 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
DSR No. 18.17.1.A 20mm nominal bore
DSR No. 18.17.1 25 mm nominal bore
DSR No. 18.17.2 40 mm nominal bore
DSR No. 18.58.1.1 Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia
DSR No. 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. 18.18.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
DSR No. 18.20.3 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 25 mm nominal bore
DSR No. 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
DSR No. 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore
DSR No. 19.6.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
DSR No. 19.3.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
DSR No. 19.4.1.1 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm 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: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
DSR No. 19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size), inside plastering 12 mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
DSR No. 19.8.1.1 Extra for depth for manholes : With Sewer bricks conforming to IS : 4885
DSR No. 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
DSR No. 18.12.6 50 mm dia
DSR No. 18.12.7 65 mm dia
DSR No. 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
DSR No. 18.17.4 50 mm dia
DSR No. 18.17.5 65 mm dia
DSR No. 18.33.1 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation oncrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
DSR No. 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
DSR No. 18.40.6 50 mm diameter pipe
DSR No. 18.40.7 65 mm diameter pipe
DSR No. 18.41 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :
DSR No. 18.41.6 50 mm diameter pipe
DSR No. 18.41.7 65 mm diameter pipe
DSR No. 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
DSR No. 18.40.6 50 mm diameter pipe
DSR No. 18.40.7 65 mm diameter pipe
DSR No. 2.13.1.2 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material rmeasurements and disposal of nserviceable material as directed, within a lead of 50 m :Ordinary rock : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
DSR No. 19.6.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
DSR No. 19.3.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
DSR No. 19.6.4 P/L non-pressure NP2 class (light duty) R.C.C. pipes with collars. 300 mm dia
DSR No. 11.4 52 mm thick C.C. flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4
DSR No. 5.1.2 P/L RCC, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
DSR No. 13.3.1 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
DSR No. 19.19.1.1 P/F in position pre cast RCC manhole cover and frame of required shape and of approved quality. Rectangular shape 600x450mm internal dimensions
DSR No. 19.15.1 Providing MS foot rest including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 as per standard design. (i) with 20x20mm square bar
DSR No. 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
DSR No. 9.21.1 Providing 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 commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
DSR No. 10.25.2 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required : In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
DSR No. 13.47.1 Finishing 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)
DSR No. 19.19.4.1 P/F in position pre cast RCC manhole cover and frame of required shape and of approved quality. EHD - 35 : Circular shape 560 mm internal dia
DSR No. 23.1.1 Boring/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 -in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia
DSR No. 23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
DSR No. 23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge
DSR No. 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
DSR No. 23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge.
DSR No. 23.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia
DSR No. 23.4.2 Supplying, 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 No. 23.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia.
DSR No. 23.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts f required size complete. 150 mm clamp
DSR No. 23.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 150 mm dia.
DSR No. 3-4MORD Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting ith roller as specified weight and breaking the clods, watering, spreading etc. in layers of 200 mm thickness as directed by Engineer
DSR No. 3-18 MORTH Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
DSR No. 2-2Misc. Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
DSR No. 2-6Misc. Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
DSR No. 8-2-B MORTH Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
DSR No. 1.10.2 Wiring for light point/ fan ponit/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group-B
DSR No. 1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed mediumclass PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
DSR No. 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
DSR No. 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
DSR No. 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
DSR No. 1.14.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire
DSR No.1.18.2 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair
DSR No. 1.19 Supplying and drawing co-axial TV cable RG-6 grade, 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 No. 1.11 Wiring 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, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
DSR No. 1.21.1 20 mm
DSR No. 1.21.2 25 mm
DSR No. 1.32 Supplying 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 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
DSR No. 1.31 Supplying 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. 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
DSR No. 2.5.2 Supplying and fixing of following ways 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. 8 Way (4+24), Double door
DSR No. 2.10.2 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
DSR No. 2.13.1 40A
DSR No. 2.13.2 63A
DSR No. 5.4 Earthing with G.I. 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 meter long etc. with charcoal/ coke and salt as required.
DSR No. 5.7 Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
DSR No. 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
DSR No. 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
DSR No. 1.34 Supplying and fixing brass batten/ angle holder including connections etc. as required.
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
DSR No. 1.24.1 5/6 A switch
DSR No. 1.24.4 3 pin 5/6 A socket outlet
DSR No. 1.24.6 Telephone socket outlet
DSR No. 1.24.7 TV antenna socket outlet
DSR No. 1.22.1 Supplying 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. 75 mm X 75 mm X 60 mm deep
DSR No. 1.40 Providing and fixing plain 16/0.20 mm (0.50 sq.mm) twin circular flexible FRLS PVC insulated, PVC sheathed copper conductor cable direct on the wall with PVC clips etc. as required.
Non Schedule Items Supply of 7w LED Bulb for mounting on Holder. (havells catc. ref. LHLDAFUEMK7X007 or equivalent)
Non Schedule Items Supplying of Ultra bright LED Tubelight (double side connection) with aluminium heat sink & polycarbonate diffuser having high efficacy suited for installation in LED Batten 1x20W LED Tube (Double Side) to give glare free light. (20 W LED Tube 4 ft. lenght with LED batten) (Havells catc. ref. LHFYBWP1TB1W020 or equivalent)
Non Schedule Items Supply of heavy duty exhaust fan ,single phase 900 RPM , 300 mm sweep. (Cromton catc. ref. EXHD300-6-1 or equivalent)
Non Schedule Items Supply of 1200 mm sweep , 5 star - BEE star rated ceiling fan . (Cromton catc. ref. Aura Plus 5 star or equivalent)
Non Schedule Items Supplying of Linear & compact 9W,4000 K mirror light with decorative grey end caps, polycarbonate body and ribbed opal diffuser.(Havells catc. ref. LheXArP6Pn1W009or equivalent)
Non Schedule Items Supplying of Recess/Conceal mounted downlighter with pressure die-cast aluminium heat sink & PC diffuser in white powder coated finish with integrated driver <10% THD. (10 W LED , Round , 4000 K ). (Havells catc. ref. LHEBGTP6PZ1W010 or equivalent)
Non Schedule Items Supplying of 1'x1' LED flat panel for surface mounting which provides soft-light and glare free symmetrical illumination.(15 W , 4000 K ) (Havells catc. ref. LHEWEIP6PL1W015 or equivalent)
DSR No. 2.11 S/F single pole blanking plate in the existing MCB DB complete etc. as required. (4 no. /MCBDB)
Non Schedule Items Design, Fabrication, Supply, Erection,Testing and commisioning of Powder coated Main Distribution Panel fabricated out of 14 guage CRCA sheet steel in cubical, compartmentallised, FRLSee standing floor /wall mounted, dust and vermin proof, with reinforcement of suitable size angle iron, channel, T -iron or flats as required. Cable gland plates shall be provided on top as well as bottom of the panels. Panels shall be treated with all anti-corrosive process before painting as per specification. Panels shall be suitable for 415V, 3-Phase, Four wire, 50 Hz supply complete with earth bus and lifting hooks as required in case of large panels.Approval shall be taken for each panel before fabrication. (All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated Building LT Panel as per specification mentioned below 100 A,25 KA, 4P,MCCB - INCOMER 1no Rotating handel for MCCB 1no 100 Amp, Onload Changeover 4P 1no Operating handel for changeover 1no Multifunction Meter 1no Outgoing - 100 A, 25 KA, 4P MCCB 5no Outgoing - 63 Amp 4P MCB 5 no Outgoing - 32 Amp 4P MCB 5no
DSR No. 5.7 S/L 8 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required.
DSR No. 5.9 S/L 25 mm x 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including soldering etc. as required.
S/L Aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand around and protected with brunt bricks on side and on 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 conducter by clamps etc.
Non Schedule Items (i) 10 sqmm 2 core Cat A. ( for street light)
Non Schedule Items (ii) 95 sqmm 3.5 core Cat A. ( for Bldgs)
Non Schedule Items (iii) 150 sqmm 3.5 core Cat A. ( for Trf. To fidder pillar)
DSR No. 12.34 S/F of 32 mm dia x 2.00 metres long G.I, pipe (medium class) brecket for mounting of fluorescent/ HPMV /HPSV street light fitting on pole including bending the pipe to the required shape, 40 mm x 3 mm flat iron clamps and wiring with 1.5 sq.mm WP/PVC wire and painting the flat iron with primer and finish paint etc. as required
Non Schedule Items Supply,Installation, testing & Commissioning of LED streetlight made up of pressure die cast housing with toughned glass and individual high power LEDs with secondary optics, IP66 protection, impact resistance of IK07 & 10 KV external SPD. (LED Lamp 48W 5700K) on pole (havells catc. ref.LHETA XU7PA6W048 or equivalent)
Non Schedule Item Supplying and fixing Gate Lite Integral pole mounted decorative LED post top with spherical shaed polycarbonate diffuser and IP65 protection. Bajaj Gate Light Globe BLPTSP 25W NW LED 25W LED Neutral White.
DSR No. 11.3.2 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 6.5 meter and upto 8.0 meter
Stock Rate 2017-18 UPCL. SI. 71 Supply of Steel tubular swaged poles complete with cast iron base plate, final taper plug, bolts, nuts & scrwes as specified type 410 SP-10 with two coat of aluminium paint over one coat of primer all as directed by engineer-in-charge.
DSR No. 18.12 P/L G.I. pipes with G.I. fittings i/c trenching and refilling,
DSR No. 18.12.5 40 mm dia. nominal bore (civil work DSR 2016)
DSR No. 18.12.7 65 mm dia. nominal bore
DSR No. 18.12.8 80 mm dia. nominal bore
M/s Rakesh Kumar Contractor
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