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Tender For Reconstruction And Development Work Of Community Center Located In Vivek Section Of Gomti Nagar Scheme., lucknow-Uttar Pradesh

Lucknow Development Authority has published Tender For Reconstruction And Development Work Of Community Center Located In Vivek Section Of Gomti Nagar Scheme.. Submission Date for this Tender is 12-04-2024. Civil Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43043921
Tender For Reconstruction And Development Work Of Community Center Located In Vivek Section Of Gomti Nagar Scheme.
Open Tender
Indian
Uttar Pradesh
lucknow
12-04-2024

Tender Details

Tender For Reconstruction And Development Work Of Community Center Located In Vivek Section Of Gomti Nagar Scheme.

Key Value

Document Fees
INR 4366 /-
EMD
INR 1015900.0 /-
Tender Value
INR 5.07 Crore /-

BOQ Items

Name of Work : Gomti Nagar Yojna ke Vivek Khand me Isthit Community Centerke Punr nirman & Vikas karya.
Sl. No. Item Description
1CIVIL WORKs (Proposed Work)
2Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil : 0.00 LVL. TO 1.50 MTR. D.S.R.-2.6.1
3Filling 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. (D.S.R.-2.25)
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (D.S.R.-4.1.8)
5Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (D.S.R.-2.27)
6Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. (D.S.R.-2.35.3.1)
7Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (above but for slabs (Using 1:1.5:3 Mix concrete)+ lighterbeams i.e. having spans upto 6 m. . (G.F. +F.F. + S.F.) (D.S.R.-5.3)
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement :1.5Coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) 5.1.2
9Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1cement :1.5 coarse sand (ZoneIII) :3 Graded Stone aggregate 20 mm nominal size DSR 5.2.2
10Brick 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) (D.S.R.-6.1.2)
11Providing 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). (DSR-4.10)
12Providing & 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-4.13)
13Brick 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)(D.S.R.-6.4.2)
14Half 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) (D.S.R.-6.13.2)
15Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. (DSR-5.22.6)
1615 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) (DSR-13.5.2)
1712 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) (DSR-13.4.2)
1815 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand).(DSR-13.5.1)
19Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Per bag of 50 kg cement used in the mix D.S.R.-13.21
20Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.(DSR-5.30)
21Providing 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 (D.S.R.-11.41.2)
22Providing and laying Vitrified tiles in different sizes (thickness to be specified by 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm (D.S.R.-11.46.2)
23Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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 any colour and shade. Area of slab over 0.50 sqm (DSR-8.2.2.2 )
24Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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 any colour and shade. (DSR-8.2.2.2 )
25Providing 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. (D.S.R.-8.31)
26Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth (DSR-4.17)
27Providing 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: (Both side laminated)
28(a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf .(DSR-9.21.1)
29(b) Double leaf (DSR-9.21.1+9.26)
30Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :2nd class teak wood 50 x 12 mm (DSR-9.40.1.1)
31Mild steel or iron work
32Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. (DSR-10.19)
33Steel 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-10.25.2)
34Z-Section steel windows (openable)(DSR-10.11.2)
35Angle iron door chaukhats 40*40*5(DSR-10.31)
36Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides(DSR-10.29.2)
37Distempering (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. (For Internal wall surface) (DSR-13.41.1)
38Finishing 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)(Outer surface) (DSR-13.47.1)
39Distempering (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. (For ceiling surface) (DSR-13.41.1)
40Providing 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. D.S.R.-13.80
41Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. (DSR- 14.34)
42Providing and fixing Stainless steel 304 grade sliding door bolts, of 16mmx250mm solidrod with required nuts, screws, keeper, etc. all itemto s.s. 304 grade only and supplied along with material test certificate. (OZ-ALD-01(16x250mm) MR
43Providing and fixing Stainless steel 304 gradetower bolts (barrel and plate type) with required nuts, screws, keeper, etc. all itemto s.s. 304 grade only and supplied along with material test certificate.
44(a) 300 mm x 10mm -(OZ-TB-S-12" ) MR
45(b) 250 mm x 10mm (OZ-TB-S-10" ) MR
46Providing and fixing Stainless steel 304 grade handles with platefixed with S.S. screws,etc. complete of size 10mm 125mm all itemto s.s. 304 grade only and supplied along with material test certificate. (ODG-11-10x125) MR
47Providing 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
48IS : 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
49jointless 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 65 mm.(DSR-22.7.1)
50Painting 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 : (M.S. works).(D.S.R.-13.62.1)
51Painting 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 : (Wood works).(D.S.R.-13.62.1)
52Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4 mm thick(DSR-10.30.1)
53Providing & laying of light cinder filling under floor of toilets & other sunken roofs.MR
54Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.(D.S.R.-22.5)
55Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.(D.S.R.-10.28)
56Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Ordinary cement without any pigmentD.S.R.-11.20.4
57Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.(D.S.R.-14.72 )
58Centering and shuttering including strutting, propping etc. and removal of form for :
59Foundations, footings, bases of columns, etc. for mass concrete. D.S.R.-5.9.1
60Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick D.S.R.-5.9.20
61Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick D.S.R.-5.9.21
62Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R.-5.9.6
63REPAIR WORK
6415 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) (DSR-13.5.2)
6512 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) (DSR-13.4.2)
66Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster (DSR-13.9.1)
67Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Per bag of 50 kg cement used in the mix D.S.R.-13.21
68Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR-5.30)
69Providing 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 (D.S.R.-11.41.2)
70Providing and laying Vitrified tiles in different sizes (thickness to be specified by 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm (D.S.R.-11.46.2)
71Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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 any colour and shade. Area of slab over 0.50 sqm (DSR-8.2.2.2 )
72Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.(D.S.R.-11.37)
73Providing & fixing ISI marked flush door shutters conforming IS: 2202 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(a) 35mm thick including ISI marked stainlesssteel butt hinges with necessary screws.Both side laminated. (i) 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) (ii)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).
74(a) Single leaf (DSR-9.21.1+9.22.1*2+9.23)
75(b) Double leaf (DSR-9.21.1+9.22.1*2+9.23+9.26)
76Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer"s specification andirection of Engineer-in-charge. D.S.R.-9.123
77Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners,
78including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with two glazed & one wire mesh panels with alluminium channel for roller track, wool pile, nylon rollers with s.s. 304 body. Using R2 series with foame (70mm & above)x(40 mm & above) & both glazed and fly screen sash (25 mm & above)x(50mm & above with zinc alloy (zamak) powder coated touch lock with hook (Height up to 1.20 meter) D.S.R.-9.147 A4.1
79Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :D.S.R.-13.51.2
80Finishing 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 (Asian Paint or equivalent) D.S.R.-13.45.1
81Providing 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.D.S.R.-13.80
82Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. (DSR- 14.34)
83Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . MR
84Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 300 mm x 10mm(M.R.)
85Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (b) 200 x 10mm (M.R.)
86Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm (M.R.)
87Providing 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 toIS : 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 65 mm.(DSR-22.7.1)
88Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4 mm thick (DSR-10.30.1)
89Providing & laying of light cinder filling under floor of toilets & other sunken roofs.
90Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. (D.S.R.-22.5)
91Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (D.S.R.-10.28)
92Demolishing 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.In cement mortar 15.7.4
93Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below D.S.R. 15.12
94Dismantling 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. D.S.R. 15.56
95Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm D.S.R. 15.23.1
96Disposalof malba . 5.0 KM D.S.R. 1.1.1
97Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (DSR-4.17)
98Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, nrunners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works..D.S.R. 24.2
99Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main C carrier of size 10x38x10mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in tiles into spring "T" with :
100GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. D.S.R.-12.54.1
101SANITARY INSTALLATIONS & C.P FITTINGS
102Providing 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 with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid DSR 17.2.1
103Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required.White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap DSR 17.7.2
104Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe.32 mm diaDSR 17.28.1.1
105Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.DSR 17.31
106Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required. Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm DSR 17.10.1.1
107Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.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 17.5.2
108Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade DSR 8.10.2
109CP Brass fittings
110Providing and fixing unplasticised PVC connection pipe with brass unions. 45 cm length.15 mm nominal boreDSR18.21.2.1
111Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge. DSR 17.16A
112Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore DSR 18.49.1
113Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms. ( for sink) ( a) 15 mm nominal bore. DSR 18.51.1
114Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931. ( a) 15 mm nominal bore. DSR 18.53.1
115Sink Mixer with Swinging Spout (Table Mounted Model) with 450mm Long Braided Hoses (CQT-23309B jaguar) MR
116Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (For bath)15 mm diameterDSR 17.22.B
117Providing and fixing C.P. brass shower rose with 15 or 20mm inlet. 150 mm diameter DSR 18.22.2
118Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 15mm nominal bore DSR 18.52.1
119Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. DSR 17.22.A
120Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. DSR 17.71
121C.I. SOIL WASTE & VENT PIPES AND FITTINGS
122Providing & fixing soil, waste and vent pipes. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
123a) 100mm dia centrifugally cast iron S & S pipe. DSR 17.35.1.3
124b)75mm dia centrifugally cast iron S & S pipe. DSR 17.35.2.3
125Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste ). 32mm dia nominal bore DSR 18.10.4
126Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. (a) 100mm:SS 304 grade coupling with EPDM rubber gasket DSR17.57A.1.1
127Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe. (b)75mm : SS 304 grade coupling with EPDM rubber gasket DSR 17.57A.2.1
128Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominalsize).Including cost of cutting holes & making good the walls etc.
129a) for 100mm dia pipe.DSR 17.37.1
130b) for 75mm dia pipe. DSR 17.37.2
131Providing & fixingcast iron coller. (a) 100mm dia. DSR 17.57.1.2
132Providing & fixingcast iron coller. (b)75mm dia. DSR 17.57.2.2
133Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : (a) 100mm inlet & 100mm outlet. DSR 17.60.1.3
134Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : (a) 100mm inlet & 75mm outlet. DSR 17.60.2.3
135Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.: (a) 100mmDSR 17.38.1.3
136Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.: ( b) 75mm DSR 17.38.2.3
137Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 : (a) 100mm DSR 17.39.1.3
138Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 : (b) 75mmDSR 17.39.2.3
139Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.: 100x100x100mmDSR 17.43.1.2
140Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. : 75x75x75mm DSR 17.43.2.2
141Providing and fixing centrifugaly cast iron single equal plain junction of required degree. : 100x100x100mm (17.44.1.3)
142Providing and fixing centrifugaly cast iron single equal plain junction of required degree.: 75x75x75mm(17.44.2.3)
143Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75mm(17.47.1.2)
144Providing and fixing single unequal plain invert branch of required degree : 100x100x75mm(17.52.1.3)
145Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) (a) 100mm (17.55.1.2)
146Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) (b) 75mm (17.55.2.2)
147Providing and fixingcast iron terminal guard.: 100 mm(17.56.1.2)
148Providing and fixingcast iron terminal guard.:75 mm (17.56.2.2)
149INTERNAL RAIN WATER DRAINAGE WORK
150Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size)around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) :110 mm dia (DSR 19.2.1)
151Providing 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 10mm gap for thermal expansion. : 110 mm (DSR 12.41.2)
152Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
153Coupler : 110 mm (12.42.1.2)
154Bend 87.5 degree : 110 mm Bend (DSR 12.42.5.2)
155Shoe (Plain) : 110 mm Shoe (DSR 12.42.6.2)
156Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
157Providing 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 MS 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 12.22)
158Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. DSR 12.22
159INTERNALWATER SUPPLY WORKS
160Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.
16120mm dia nominal outer dia pipes. DSR (18.8.2)
16225mm dia nominal outer dia pipes DSR (18.8.3)
163Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work-Exposed on wall
16420mm dianominal bore. (DSR 18.7.2)
16525mm dia nominal bore(DSR 18.7.3)
16632mm dia nominal bore(DSR 18.7.4)
16740mm dia nominal bore(DSR 18.7.5)
168Providing and fixing gun metal gate valve with wheel of approved quality.
16925mm dia nominal bore (DSR 18.17.1)
17032mm dia nominal bore(DSR 18.17.2)
17140mm dia nominal bore(DSR 18.17.3)
17250mm dia nominal boreDSR 18.17.4)
17365mm dia nominal bore (DSR 18.17.5)
17418mm dia nominal bore (DSR 18.17.6)
175Providing and fixing cp soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
176Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore. (DSR 18.18.3)
177COST OF SEWERAGE WORKS
178Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. All Kinds:
179Pipes, Cables etc. Exceeding 80 mm dia. But not exceeding 300 mm dia. DSR 2.10.1.2
180Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered). : Depth not exceeding 1.5 meter. (DSR 2.20.1)
181Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete.: 150 mm.dia. RCCPipes DSR 19.6.2
182Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design : 150 mm. dia. DSR 19.3.2
183Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design: Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg): With common burnt clay FPS (non modular) bricks of class designation 75. DSR (19.7.1.1)
184Extra for depth for manholes:Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 DSR (19.8.1.1)
185Inside size 90x120cms and 90cms deep including CI cover with frame (MEDIUM duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg).: With common burnt clay FPS (non modular) bricks of class designation 75 DSR 19.7.2.1
186Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 DSR 19.8.2.1
187Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cementm concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar DSR 19.15.1
188Making 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. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5) DSR 19.32.1
189COST OF EXTERNAL WATER SUPPLY WORKS
190RISING MAIN AND BYE PASS ARRANGEMENT
191Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work : 50 mm nominal dia Pipes (DSR 18.9.6)
192DISTRIBUTION SYSTEM
193Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50mm nominal bore. (DSR 18.17.4)
194Constructing masonry Chamber 90X90X100 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 180mm 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 concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm 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 (18.34.1)
195RAIN WATER DRAINAGE NETWORK
196Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.
197Pipes, Cables etc. Exceeding 80 mm dia. But not exceeding 300 mm dia. DSR 2.10.1.2
198Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. (150 mm.dia. RCCPipes (DSR 19.6.2)
199Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design: 150 mm. dia. (DSR 19.3.2)
200Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.: Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 DSR ( 19.7.1.1)
201Extra for depth for manholes:Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 DSR 19.8.1.1
202Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cementm concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar DSR 19.15.1
203Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C (DSR 1.10.3)
204Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. (DSR 1.12)
205Wiring 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 1.14)
2062 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (DSR 1.14.1)
2072 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (DSR 1.14.2)
2082 X 6 sq. mm + 1 X 6 sq. mm earth wire (DSR 1.14.4)
2094 X 10 sq. mm + 2 X 6 sq. mm earth wire (DSR 1.14.10)
2104 X 16 sq. mm + 2 X 6 sq. mm earth wire (DSR 1.14.11)
211Supplying 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. DSR( 1.18.2) 2 Pair
212Supplying 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.
213Supplying 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. : 25 mm DSR 1.21.2
214Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. (DSR 1.24)
215Telephone socket outlet (DSR 1.24.6)
216TV socket outlet (DSR 1.24.7)
217RJ45 socket cat 6 with shutter (DSR MR (RA-13)
218Supplying 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 1.25)
219Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. : 1 or 2 Module (75mmX75mm) (DSR 1.27.1)
220Supplying 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 1.31
221Supplying 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 1.32
222Supplying and fixing brass batten/ angle holder including connection etc. as required.
223Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. DSR 1.35
224Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. (a) Upto 450 mm sweep DSR 1.50.1
225Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. DSR 1.51)
226Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. : 1 run of cable DSR 1.53.1
227Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C DSR 1.55.3
228Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). DSR 1.56
229Supplying & fixing suitable size GI box wih 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 1.57
230Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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) (C )12 way , Double door DSR 2.3.3
231Supplying and fixing following way, 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 2.4
2326 way (4 + 18), Double door DSR 2.4.2
2338 way (4 + 24), Double door DSR 2.4.3
234Supplying 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. DSR 2.10
235Single pole DSR 2.10.1
236Double pole DSR 2.10.3
237Triple pole and neutral(DSR 2.10.5)
238Supplying and fixing 40/63A rating, 415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of Four poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Similar to Legrand DX3 AC MCBs or equivalent. MR (RA-10)
239Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. DSR 4.1 : 300 mm width X 50 mm depth X 1.6 mm thickness (DSR 4.1.4)
240Earthing 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 metre long etc. with charcoal/ coke and salt as required. DSR 5.4
241Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. (DSR 5.11)
242Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. DSR 5.15
243Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. : Upto 35 sq. mm (clamped with 1mm thick saddle) DSR 7.8.1
244Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. : 4 X 10 sq. mm (25mm) DSR 9.1.32
245Supply of 8W Green Perform Sleek is a high performance low-height LED downlighter suited for requirements of any modern professional workspace. Robust PDC housing ensures long system. Narrow rim renders a pleasing aesthetic look. similar to Philips DN295B LED8S-6500 PSU WHor equivalent.
246Supply of 15W Green Perform Sleek is a high performance low-height LED downlighter suited for requirements of any modern professional workspace. Robust PDC housing ensures long system. Narrow rim renders a pleasing aesthetic look. similar to Philips DN295B LED8S-6500 PSU WHor equivalent.
247Supply of 12W Extruded aluminium batten available in 2ft run length with multiple lumen packages and suitable for surface, wall & conduitounting (with accessories). similar to Philips Type HSN Code MRP (INR) BN 021 LED12S 6500 PSU GR or equivalent.
248Supply of 26W Smart Bright Linear provides an extremely durable and high efficacy yet cost effective linear solution surface mounted and suspended applications like offices, retail stores, metro stations, etc. similar to Philips SP095V LED26S 865 W7L120 PSU WH or equivalent.
249Supply of 40W Smart Bright Linear provides an extremely durable and high efficacy yet cost effective linear solution surface mounted and suspended applications like offices, retail stores, metro stations, etc. similar to Philips SP095V LED40S 865 W7L120 PSU WH or equivalent.
250Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
251Supply of plastic body ventilation fan, 250mm sweep continously rated highly efficient similar to Crompton Cat. Efficio" or equivalent.
252Supplyof Power Cables,Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC tape innersheathed,unarmoured/Armour(Aluminium wire for single core up to 70 sqmm balance Aluminium strip, Glavanised wire for cables upto 2x16 sqmm, 3x10 sqmm & balance all galvanised steel strip),extruded PVC Type ST2 sheathed,650/1100V grade as per IS 7098(Part 1) 1988 : 10 sq. mm 4 coreDSR MR (RA-11)
2533 Phase Input & 3 Phase Output 10KVA UPS
254Supply, installation, testing, and commissioning of UPS system with following features 1. High freq. PWM inverter using IGBT2. Manual/Auto bypass switch3. SMF batteries to provide approx. 30 min backup time on IT load alongwith battery rack
255S/I/T/C of 8 port 10/100/1000 Base T Standalone Gigabit Switch Make Dlink/Amp with active and passive components, punching, complete in all respect
256Supplying, installing, testing and commissioning of 2 U wall mount rack with fans , 2 cable managers , satationary shelf , 2 Nos of hardware pkts.
257S/F of Internet wifi modem suitable to cater 10PC at time as per requirement on 100mbps speed. MR
258S/f ofI/O Boxes Krone connectors ,with connection etc. : 20 Pair MR
259Wiringof Jelly Filled telephone Cable in existing pipe for system with connection.: 20 Pair MR
260Supply Installation Testing & Commissioning of 10 User TV Spliter.
261External Electrical Work.
262H. T. SYSTEM
26311 KV DOUBLE POLE STRUCTURE
264Supply, erection, testing and commissioning of 2 pole structure for providing 1 No. 11KV,200A GOS in accordance with IE rules, & local authority specification and drawings and comprising of the following. a. 2 Nos. 11 mtr. long MS STEEL poles complete with, pole excavation, MS STEEL foundation, and back filling complete MS steel channel/angle iron etc. b. 1 Set of cross arms, branching, clamps and painting complete with GI nut, bolts & washers as required (for GO & DO), LA connection. c .1 set 11KV Insulator complete with spindles & hardware complete as required. d .1 No. 11KV 400A TP Gang operated Air break switches complete with 25mm dia GI pipe operating machanism, handle & locking arrangement. e. 1 set of 3 nos.11KV single pole drop out fuse complete with barrel fuses, and mounting arrangement. f. 1 set (3 nos.) 11KV lightning arrestor and connecting to all phases. g. 1 No. 150 mm dia GI pipe class "B" (for XLPE cable protection) as required. h. 2 Set 50mm dia 3m long GI pipe earting with 25 x 6 mm GI earth strip complete as required (for GO & DO & LA) i 1 nos. 11KV HT danger boards and 2 set of anticlimbing devices. 33 KV Double Pole Structure
265HT Panel, (Main)
266S.I.T.C. ofVCB"s Indoor Type as per enclosed specification and UPPower Corporations, make prefered Cromptron,Schneider or any Equivalent make approved by UP Power Corporation.Including construction of Plinth and earthing etc. with all material as per Technical Requirment with 02 years warranty & 3 years AMC. (a) 11 KV incoming
267Supply of 11KV grade 3core Brand Stranded Compact Circular Aluminium Conductor, Conductor Screen With Extruded Semi Conducting Compound, XLPE Insulated, Insulation Screening with extruded Semi Conducting Compound in combination with Copper Tape, cores laid up, innersheath of PVC tape, galvanised flat steel strip armoured and overall PVC Sheathed Cable conforming to IS 7098 / (PART-II) 1985 with latest amendments.: 240sq.mm 3 core (MR (RA-22)
268Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.: Above 120 sq. mm and upto 400 sq. mm DSR 2022 (8.1)
269Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required. : Above 120 sq. mm and upto 400 sq. mm DSR 2022 (8.2)
270Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 240sq.mm 3 core/300sq.mm 3 core DSR 2022 (10.4.3)
271Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 240sq.mm 3 core/300sq.mm 3 core DSR 2022 (10.5.3)
272TRANSFORMER
273Providing, erecting, testing & commissioning approved make oil immersed naturally ONAN cooled, double wound, core type outdoor copper wound 11 kV/ 433 Volts Step Down Transformer of following capacities operating on 3 phase, 50 Hz 4 wire & neutral earthed system continuously rated for a full temperature rise in oil following capacities operating on 3 phase, 50 Hz 4 wire & neutral earthed and Off Load Tap Changer continuously rated for a full temperature rise in oil not exceeding 40 deg. C at maximum ambient temp. Of 50 deg. C complete with necessary radiator first filling of new transformer oil & standard fitting as below complying with I.S. 1180 LEVEL 2 standards OFF load tap changing range steps -10% to 5% on H.V in steps of 2.50% .and L.V. for variation should be provided The H.V. shall be connected delta & secondary with star connection. The transformer should have cable-end boxes on H.T. side & on L.T. side suitable for bus duct or cables as per requirement complete with test certificates from manufacturers. Losses As per IS 1180 LEVEL-2.
2741. Coservator with plain oil level gauge and oil drain plug 1nos. 2. Top filter valve 1 Nos. 3. Bottom filter-Cum-drain valave 1Nos.. 4. Rating and diagram plate 1nos. 5. Earthing Terminals 2Nos. 6. Thermometer pockets 1Nos. 7. Lifting Lugs 2/4 Nos. 8.Air release plug 2/4 Nos. 9. Bi-directional rollers 4Nos. 10.Jacking pads 1Nos. 11.Presure relese valve 1Nos. 12. Separate Bare LV neutral 433V 13. Detachable/Fixed type radiators 1Nos. 14. Magnet Oil levelgauge 15. Oil temperature indicator 1Nos. 16. Winding temperature indicator 1Nos. 17. Marshlig Box single window 1No. 18. Double flot buchholz"s relaywith alarm and trip contact. Copper Wound 100KVA 11/.433V
275MAIN L.T PANEL
276Design, Manufacturing, Supply, Commissioning & Testing of Main LT Panel. The panel will be totally enclosed type with, free standing, floor mounted, indoor duty, dust & vermin proof, , front operated, electrical panel fabricated from 2 mm thick M.S. Sheetas per specifications & drawing laid in this document and will be complete with the main and auxiliary bus bars, multimeter, indication lamps, CT"s, protection MCB, interconnection wiring, earth bus and will be powder coated finish with 50 micron thickness.
277The Main LT Panel shall use all breakers suitable for 415 V AC, 3 phase, 50 Hz, 3 phase 4 wire supply system. All having following incomming and outgoing Air Circuit Breakers, FSU"s as per the drawing and specification. Each incoming breaker will have microprocessor based releases and all outgoing breaker will have minimum electrostatic releases over 250A & thermal magnetic release below 250A. The Panel will be made as per detailed specifications & drawings forming part of this document. Fault level of panel shall be 35 MVA.
278INCOMMER
279200Amp. 16KA FP With S/C, U/V, E/F Protection MCCB-1 no. (From Transformer)
280200Amp. 16KA FP With S/C, U/V, E/F Protection MCCB-1 no. (From DG Set)
281BUS COUPLER
2821 Nos. 250 Amp FP ATS
283BUSBARS
2841 Nos. 300 Amp FP busbars of aluminium alloy as per SLD.
285OUTGOING
286100Amp. 16KA TP MCCB1 No. (APFC Panel)
287125Amp. 16KA TP MCCB1 No. (Fire Fighting)
28863Amp. 16KA FP MCCB 3 No. (Ex. Light+UPS+Spare)
28932Amp. 36KA FP MCB 6 No. (LDB+Spare)
29063Amp. 36KA FP MCB 8 No. (PDB+Spare)
29132Amp. 36KA DP MCCB 3 No. (Guard Room+Spare)
292INSTRUMENTS
2932 sets of multifunction meter with parameter current,voltage,KWH,KVAH,Power factor on incoming from transformers.
2942 Sets of phase indicating lights (RYB) with protection fuses (one set for each incoming breaker).
2952 Sets breaker "ON" & "OFF" indicating lamp (one set for each incoming breaker).
2962 Sets auto trip indicating lamp .
29750KVAR CAPACITOR PANEL
298INCOMING
2991 Nos. 100 Amp TP MCCB 36KA
300BUSBARS
3011 Nos. 125 Amp TPN busbars of aluminium alloy as per SLD.
302OUTGOING
30310 stepped Automatic Power Factor Correction relay (APFC relay).
30410 Nos. 16 Amp TP MCB.
30510 Nos. capacitor duty contactor (one for each 5KVARcapacitor unit).
30610 Nos. 5 KVARsuper heavy duty mix dielectric low loss Capacitor suitable for non leniar loads upto 20%
30712 sets of push button stations Red and Green for manual operation of capacitor units with auto/manual selector switches.
3081 No. Indicating lamp for each capacitor unit to indicate that the unit is "ON".
3091 No. Toggle switch for changing automatic to manual operation of capacitor units.
310Power factor meter.
3111 No. 0 to 100 Amp ammeter with selector switch & C.T"s.
3121 No. 0 to 500 Volts voltmeterwith selector switch.
313EXTERNAL LIGHT FEEDER PILLAR
314Supply installing testing & commissioning of out door type street light feeder pillar (Distribution Panel) compartmentalised design, dust tight & vermin proof made out of 14 gauge M.S. sheet, stove powder coated complete as required with following incomming & outgoing as per detail below.
315Incoming
31663 Amp. 10 KA FP MCCB1 No.
317Suitable contractor and timer for down & dusk
318100 Amp. TPN Alu. Bus bar
319Outgoing
32032 Amp. 10KA FP MCB2 No.
32125 Amp. 10KA FP MCB8 No.
322Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. DSR 2022 9.1
3234 X 10 sq. mm (25mm) / 4 X 6 sq. mm (25mm) DSR 9.1.32
3244 X 16 sq. mm (28mm) DSR 9.1.33
3253½ X 35 sq. mm (32mm) DSR9.1.21
3263½ X 50 sq. mm (35mm) DSR 9.1.22
3273½ X 95 sq. mm (45mm) DSR 9.1.24
328Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. : Above 95 sq. mm and upto 185 sq. mm DSR 7.1.3
329Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. : Upto 35 sq. mm DSR 7.5.1
330Suplly installation testing and commissioning of DOL Staqrter of upto 5HP for terrace pump.
331Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. DSR DSR 2022 5.2
332Earthing 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 metre long etc. with charcoal/ coke and salt as required. DSR 2022 5.4
333Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. DSR 2022 5.15
334Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) DSR 2022 5.9
335Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. DSR 2022 5.16
336Supply & fixing of 4 mtr Pu painted black tubeler ornamental pole having suitable arrangement for mounting of post top lantern with foundation bolts DP MCB and construction of foundation as required.
337Supply and fixing ofLED Post Top light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 60 Watt. Confirming to IP66Protection complete in all respect.
338Approch Road
339Scarifying th existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift up to 3 m and lead up to 1000 m as per technical specification clause 301.4 (PWD SOR 2020/MORD-301.4 (3.2)
340Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.300 kg. per square metres on the prepared bitumenous /granuler surface cleaned with mechanical broom. (as per MORTH Specification - 503)
341Providing and laying semi-dense bituminous concrete with 60-90 TPH batch type HMP producing an average output of 25 cum per hours using crushed aggregate of specified grading, premixed with bituminous binder (VG-30) @ 5.00 percent of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specifications Clause 508 complete in all respects. (Reducing Bituminious quality by 8% and replacing it by plastic waste as per IRC:SP:98-2013)
342RAIN WATER HARVESTING
343RECHARGE PITS
344Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.: All kinds of soil (DSR 2.6.1)
345Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.: All kinds of soil (DSR 2.6.1) + Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil (DSR 2.26.1)
346In all kind of soil upto 3.0m to 4.5m. Depth. (DSR 2.6.1+2.26.1)
347In all kind of soil upto 4.5 m to 6.0m. Depth (DSR 2.6.1+2.26.1)
348Providing 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-III) : 4 graded stoneaggregate 20 mm nominal size) DSR 4.1.3
349Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1
350Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2
351Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.: Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6
35212 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 13.4.1
353Centering and shuttering including strutting, propping etc. and remova of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1
354Centering and shuttering including strutting, propping etc. and remova of form for : Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3
355Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar DSR 19.15.1
356Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. : M.D. -10- Circular shape 500mm internal diameter 19.19.2.2
357Boring/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, beyond 90 metre & upto 150 metre depth below ground level. : Drilling of 300mm dia bore hole manually. DSR 23.2.1.1
358Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. : 150 mm nominal size dia DSR 23.4.2
359Supplying, 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 23.5
360Supplying, 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-in-charge. DSR 23.6
361Supplying, 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 -incharge. DSR 23.7
362Gravel 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 Engineer-in-charge. DSR 23.8
363DESILTING CHAMBER
364Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. : All kinds of soil 2.6.1
365Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. DSR 2.6.1+2.26.1
366Providing 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-III) : 4graded stoneaggregate 20 mm nominal size) DSR 4.1.3
367Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1
368Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2
369Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6
37012 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 13.4.1
371Centering and shuttering including strutting, propping etc. and remova of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1
372Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2
373Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3
374Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar DSR 19.15.1
375Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2
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