Delhi Development Authority Tender
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Costs
EMD
₹ 38,30,716Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Development Of Sports Complex At Sector-8, Dwarka
Description
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Contact
Tender Id
2019_DDA_502028_1Bid Award Id
ViewTender No
36/NIT/EE/Sports Division-1/DDA/2019-20Tender Authority
Delhi Development Authority ViewPurchaser Address
-Website
http://https://dda.org.in/
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Documents
BOQ Items
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
318.4
-
1953.05
Excavating, supplying and filling of local earth (incliding royalty) by mech. Transport upto lead of 5km also i/c ramming & watering of the earth in layers not exceeding 20cm in trenches, plinth , sides of foundation etc. complete
1783.05
-
323.9
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
69.21
-
5789.6
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.53
-
8554.5
Making plinth protection 50mm 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 necessary excavation, levelling & dressing & finishing the top smooth.
122.4
-
614.05
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer- in-charge.
Note : 1) Excess/less cement used than specified in this item is payable/recoverable separately.
All works upto plinth level :
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
424.54
-
7761.25
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.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
a) All works upto plinth level
98.55
-
7997.3
All works above plinth level upto floor V level
1547.56
-
9400.85
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more.
10424.25
-
83.5
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more.
150162.5
-
83.5
Centering and shuttering including strutting, propping etc. and removal of form for :
a) Foundations, footings, bases of columns, etc. for mass concrete
47.52
-
284.85
Suspended floors, roofs, landings, balconies and access platform
8512.18
-
693.05
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1685.04
-
552.05
Columns, Pillars, Piers, Abutments, Posts and Struts
707.88
-
733.7
Stairs, (excluding landings) except spiral-staircases
79.2
-
622.35
Edges of slabs and breaks in floors and walls Under 20 cm wide
635.8
-
173.25
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
609.8
-
58.9
Add for using extra cement in the items of design mix over and above the specified cement content therein.
200
-
673.3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
254.7
-
6157.45
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 :
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
1331.14
-
7590.45
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.
A) Cement mortar 1:4 (1 cement :4 coarse sand)
1995.45
-
932.1
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 any colour and shade Area of slab over 0.50 sqm.
32.92
-
4007.65
Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
29
-
734.55
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.
a) Granite Stone of approved shade
13
-
3216.9
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
a) White sand stone - Exposed face machine cut and table rubbed with rough backing.
30 mm thick
1923.27
-
6249.9
Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),including making the necessary chases in stone and holes in walls wherever required.
3593.1
-
612.6
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
1923
-
36.2
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.
1466.64
-
1030.3
Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the 'W' profile (0.55 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the 'W' profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. Tapered edge calcium silicate board made with calcareous & siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with compressive strength 225 kg/ sq.cm, Bending strength 100 kg/sq.cm
10mm thick
242.69
-
1420.45
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
813.89
-
86.05
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces
9.24
-
4428.15
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
2077.78
-
143.45
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Tubular Section Vertical
151.2
-
83.85
Providing 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
291
-
575.45
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete
40 mm thick with 20 mm nominal size stone aggregate
1545.15
-
498.35
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
153.81
-
1531.85
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.
24.66
-
1810.05
38 mm thick wood block flooring of first class teak wood laid over 25mm thick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of hot bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm, including fixing blocks in position after dipping in hot bitumen (blown type) up to half depth, planed, levelled smooth and finished complete.
369.08
-
9971.2
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), 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
5078.17
-
1500.55
Providing and laying anti skid 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
496.55
-
1500.55
Providing & fixing in position Phenol bonded Bamboo wood flooring with planks of sizes 14mm thick, 1800mm length (minimum) and 130 mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded polyethylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge.
124.39
-
5279.1
Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7),humidity resistance of 100%, thermal conductivity 0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor and ceiling channel section of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm dia,50mm long wedge type expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm between the panels.The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50mm wide (90 metre)roll and two coats of primer suitable for panelling as per manufacturer’s specification as per direction of Engineer-in-Charge all complete
a) With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles
207.43
-
2736.8
Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (Min.) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge
4464.64
-
1379.1
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat:
a) With common burnt clay F.P.S. (non modular) brick tiles of class designation 10
179.35
-
514.4
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 20mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 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 300x300mm square 3mm 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
3845.94
-
1398.5
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 :
a) In 75x75 mm deep chase
442.34
-
237.25
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 400micron, 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.
2
-
244.05
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
a) 110 mm diameter
60
-
305.05
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. a) Bend 87.5° 110 mm bend
7
-
129.85
Shoe (Plain) 110 mm Shoe
7
-
113.8
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.
a) 110 mm
29
-
288.8
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
7
-
47.25
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
2042.37
-
254.25
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
5903.78
-
292.85
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
512.43
-
416.55
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
9635.97
-
227.35
Neat Cement Punning
206.25
-
62.75
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
7946.16
-
196.7
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 thinnable priming coat with cement primer
18067.5
-
153.45
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
718.68
-
232
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
105.23
-
121.55
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) For fixed portion Powder Coated aluminium (minimum thickness of powder coating 50 micron)
1073.73
-
456.3
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).
Powder Coated aluminium (minimum thickness of powder coating 50 micron)
1722.08
-
546.35
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge- decorative lamination on both side
121.72
-
1046.9
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 8 mm thickness (weight not less than 20 kg/ sqm)
545.13
-
1462.35
Filling the gap in between aluminum frame & adjacent RCC / Brick/ Stone work by providing weather silicon seallant over backer rod of approved quality as per architectural drawing and direction of Engineer-in charge complete.
Upto 5mm depth and 5 mm width
880.15
-
79.45
Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc .complete as per direction of Engineer-in-Charge.
Powder coated minimum thickness 50 micron aluminium tubular handle bar
53
-
83.6
Providing and fixing aluminium tower 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 necessary screws etc. complete A) 250x10 mm.
211
-
103.55
Providing and fixing aluminium handles, ISI marked, anodised coating not less than grade AC 10 as per IS : 1868) transparent or dyed (anodic to required colour or shade, with necessary screws etc. complete :
A) 125 mm
79
-
59.65
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
A) Twin rubber stopper
53
-
62.05
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete
109
-
748.65
Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid separately).
3.15
-
4447.9
Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per 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 50x25x2mm 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
61.1
-
8130.45
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
W.C. pan with ISI marked white solid plastic seat and lid
31
-
5260.95
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 :
a) Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
14
-
9360.6
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
Kitchen sink with drain board 510x1040 mm bowl depth 250 mm.
3
-
5155.95
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge
31
-
297.55
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge
31
-
883.05
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
A) 15 mm nominal dia
16
-
6113.6
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40mm
3
-
98.4
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 :
a) Rectangular shape 453x357 mm
7
-
1120.25
b) Rectangular shape 1500x450 mm
14
-
1786.55
Providing and fixing soil, waste and vent pipes 100 mm dia Sand cast iron S&S pipe as per IS: 1729
316.6
-
1008.2
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
a) For 100 mm dia pipe.
48
-
287.45
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
A) 100 mm dia Sand cast iron S&S as per IS - 1729
49
-
461.65
Providing and fixing heel rest sanitary bend:
a) 100 mm dia Sand cast iron S&S as per IS - 1729
6
-
500.45
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
A) 100x100x100 mm : mm Sand cast iron S&S as per IS - 1729
6
-
602.15
Providing and fixing terminal guard 100 mm : Sand cast iron S&S as per IS - 1729
6
-
355.95
Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter : 100mm
368
-
481.45
Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :
a) 100 mm
6
-
126.5
Providing 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) 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729
64
-
1273.05
Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
a) 100 mm diameter pipe
73.32
-
64.2
Providing 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 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
a) 20 mm nominal outer dia Pipes
370
-
478.15
b) 25 mm nominal outer dia Pipes
60
-
561.95
Providing 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 a) 25 mm nominal outer dia Pipes
80
-
326.65
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
a) 25 to 40 mm nominal bore
1
-
673.45
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
a) 15 mm nominal bore
1
-
295.15
Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
47
-
83
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 150 mm diameter
16
-
188.8
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
8000
-
8.8
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore
47
-
418.95
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore
3
-
618.8
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
15 mm nominal bore
3
-
606.25
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
a) 15mm nominal bore
63
-
532
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 200 mm diameter
50
-
794.25
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 : a) 200 mm diameter S.W. pipe
50
-
1164.8
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 of 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: (a)150x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3
-
2317.4
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 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 : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3
-
10905.05
Extra for depth for manholes :
a) Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
7503
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.
a) All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
50
-
364.2
Supply & Fixing of homogeneous & abrasion resistant Vinyl flooring 3mm thick of desired shade & in desired patterns, in gymnasium & Table Tennis Hall , including cleaning of existing surface & fixing within suitable adhesive to give smooth & even floor with all labour, material & T&P etc as required for proper completion of work . a) Make: Stag, Gerflor, Hebei Dongxing Plastic Co.Ltd, Nagase Kenko & Merry sports flooring System Co. Ltd)
1176.07
-
734.79
Providing & laying Interlocking Rubber Tiles of size 50cm x 50cm & 100mm thick for Gymnasium & Martial art/ Taekwondo Hall in color and shades of approved brand ,as per direction of Engineer-in-charge
931.38
-
1739.09
Providing & Fixing customised Boxing Ring Platform of AIBA Competition Size- 7.80M x 7.80M ( Ring size 6.10 X 6.10M & with apron of 0.85M) & 1.00 above the floor level. Constructed of wood frame work consisting of battens frame work with batten of size 50X50 mm & 25 mm thick Ply wood surface of ring ,of approved make i/c cutting & fixing in position with screws.The platform is to be fitted with 4 corner posts with 4 corner pads in required colors, the ply surface is to be covered with rubber or suitably approved material that is soft in quality and elasticity not less than 1.5cm and no more than 2.0cm thick. The canvas is to be made of non- slip material and cover the entire platform.The canvas colour is pantone blue. & The ring including four seprate ropes, 4cm thick, on each side of the corner post.The height of the 4 ropes are 40cm, 70cm,100cm & 130cm from the canvas. The ropes to be covered with thick padding. Three sets of steps to be provided to the ring, two sets at opposite corners & one set at another corner all eqivalent to AIBA competition Ring and as per direction of Engineer-in-Charge
3
-
363711.26
Providing & Fixing customised Wrestling Ring Platform of FILA Standard Size- 12M x 12M ( Ring size 9.0 meter in dia. and a 1.50m border) & the mat is installed on the platform not higher than 1.10m or lower than 0.50m. Constructed of steel frame work built up with tubular sections (Round, Square or Rectangular hollow tubes.) sufficent strong as per FILA norms covered on top with 25mm thick wooden planks i/c cutting & fixing in position with screws.The platform is to be fitted with 4 corner posts with 4 corner pads in required colors, the wooden plank surface is to be covered with rubber or suitably approved material that is soft in quality and elasticity not less than 1.5cm. The canvas is to be made of non- slip material and cover the entire platform,all eqivalent to FILA standards and as per direction of Engineer-in-Charge.
2
-
505974.92
Providing and fixing aluminium Structural glazing system with Single Glass of approved make having main frame of vertical of 100mm55mmx2mmthick and horizontal75mmx65x2mm made out of specially designed extruded aluminium sections to withstand wind pressure as per BIS code and fabricated, fixed at all levels, elevation and heights to the Masonry / RC walls with necessary clamps, brackets and anchor fasteners. All clamps and brackets shall be Mild Steel Hot dip galvanized minimum 80 microns thick and shall conform to IS: 4759-1996. The extruded aluminium section shall be anodised in approved colour with a anodic coating of minimum 15 microns.Extruded section shall be of 6063 T5 or T6 alloy conforming to ASTM B 221. Any other fastening straps, nuts, bolts, rivets, washers, etc. shall be in stainless steel SS 304 grade. All tapes shall be of Norton make. Vendor to prepare detailed shop drawings,/ fabrication drawings based on elevation / architectural drawings,with all details and submit to EPIL for obtaining necessary approval prior to commencement of work (Rate shall include cost of all materials,labours, instruments, tools, tackles, scaffolding, staging, protectives etc. as required For Vision Panel:( Without Glass)
Structural Glazing Fixed
726.84
-
5432.69
Providing and fixing table top wash basin with, 15 mm dia CP Brass single hole basin mixer of approved quality White Vitreous China table top Wash basin size 565x420x140 mmwith a15 mm CP Brass single hole basin mixer
31
-
9679.31
Supplying & installation of ready made Auditorium chair foldable with steel frame padding on seat and back, duly uphlistered with rexin cloth by Godrej or featherlite or equivalent approved as per direction of Engineer-in charge
40
-
5121.49
Supplying and fixing of factory made galvanized steel (Acoustic) door using shakti-met or equivalent approved section with door outer frame of size 100 x57mm (formed from 1.2mm thick G.S sheet) and shutter section of 46mm thick fully (formed from 0.80mm thick G.S sheet),double skin shutter shell with lock seam joints at style edges in -fill with PUF (Polyurethene foam) honeycomb kraft paper vision panel of 5mm thick glass and shutter skin shall be finish with hair line finish, excluding accessories such as door closer, hinges, handle, lock and screws etc.(dorma or equivalent) including cost of all material and labour, scaffolding charges etc. complete and as per direction of Engineer-in-charge (DOUBLE SHUTTER)
2.52
-
9389.4
Providing and fixing 6mm thick POLYCARBONATE SHEET ( Lexan or equivalent)with EPDM ruber gasket, G.E Silicon sealant, cold forged fastners all as per drawing including cost of materials, labour, HOM of equipments and machineries, all leads and lifts, Loading and unloading charges, transportation cost and conveyance of all materials, all other incidental charges at all floor levels etc., complete for successful completion of work as per specifications and as directed by the Engineer-incharge. NOTE: Rate is inclusive sealant, gaskets, and making DOME etc.
357.94
-
3915.1
SYNTHETIC PATHWAY-3M WIDE ----------------------------------B
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and cosolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
4028.1
-
156.75
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
4028.1
-
18.2
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
604.22
-
1953.05
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
402.81
-
2641.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
402.81
-
5789.6
Providing and laying C.C pavement of mix M-25 with ready mixed concrete. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge.(The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable / recoverable separately).
402.81
-
8663.05
SYNTHETIC PATHWAY-3M WIDE ----------------------------------C
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil.
789.95
-
252.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
131.66
-
5789.6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
426.3
-
6157.45
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.
340.12
-
219.65
Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering shuttering and finishing :
a) 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
35.1
-
8976.45
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
a) Hot finished welded type tubes
49323.66
-
143.45
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
A) Made of G.I wire of dia 4mm
2756.25
-
797.2
12mm cement plaster of mix : a) 1:4 (1 cement : 4 Fine sand)
996.03
-
266.85
15 mm cement plaster on the rough side of single or half brick wall of mix :
a) 1:6 (1 cement: 6 fine sand)
563.81
-
292.85
Finishing with deluxe multi surface paint system for exteriors using primer as per manufacture specification:
a) Two or more coats applied on walls @ 1.25 ltr./ 10 Sqm over and including one coat of special primer applied @ 0.75 ltr. / 10 Sqm
1559.84
-
142.2
Providing and fixing chain link fence parts such as Fence Gate Clip, tension band, brace band, end clamp , gate fork, panel clamp etc.
8554
-
167.62
Painting with synthetic enamel paint of approved brand and manufacture colour to give an even shade:
a) Two or more coats on new work
2766.23
-
121.55
FOOD KIOSK & SECURITY ROOM ----------------------------------D
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil.
32.26
-
252.3
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.
0.64
-
219.65
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
9
-
1953.05
Excavating, supplying and filling of local earth (incliding royalty) by mech. Transport upto lead of 5km also i/c ramming & watering of the earth in layers not exceeding 20cm in trenches, plinth , sides of foundation etc. complete
18.9
-
323.9
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
14.38
-
5789.6
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1.35
-
8554.5
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
20.61
-
347.9
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
20.61
-
110
Making plinth protection 50mm 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 necessary excavation, levelling & dressing & finishing the top smooth.
40.32
-
614.05
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer- in-charge.
Note : 1) Excess/less cement used than specified in this item is payable/recoverable separately.
a) All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
9
-
7761.25
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.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
a) All works above plinth level upto floor V level
15.2
-
9400.85
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1215.7
-
83.5
Centering and shuttering including strutting, propping etc. and removal of form for :
a) Suspended floors, roofs, landings, balconies and access platform
110.61
-
693.05
b) Edges of slabs and breaks in floors and walls Under 20 cm wide
94.2
-
173.25
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
94.2
-
58.9
Add for using extra cement in the items of design mix over and above the specified cement content therein.
2
-
673.3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
19.5
-
6157.45
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 :
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
48.03
-
7590.45
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 any colour and shade Area of slab over 0.50 sqm.
9.57
-
4007.65
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.
20.65
-
1030.3
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.
a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
550
-
131
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) :
a) 25 mm thick
90
-
1531.85
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.
8.4
-
1810.05
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat:
a) With common burnt clay F.P.S. (non modular) brick tiles of class designation 10
132.3
-
514.4
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 :
a) In 75x75 mm deep chase
103
-
237.25
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 400micron, 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.
5
-
244.05
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
16.25
-
305.05
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.
a) Bend 87.5° 110 mm bend
5
-
129.85
b) Shoe (Plain) 110 mm Shoe
5
-
113.8
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.
a) 110 mm
10
-
288.8
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
5
-
47.25
15 mm cement plaster on the rough side of single or half brick wall of mix :
a)1:6 (1 cement: 6 fine sand)
194.91
-
292.85
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
273.47
-
416.55
6 mm cement plaster of mix :
a) 1:3 (1 cement : 3 fine sand)
90
-
227.35
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
a) New work (two or more coats) over and including water thinnable priming coat with cement primer
284.91
-
153.45
Finishing walls with textured exterior paint of required shade :
a) 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
273.47
-
232
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
a) Two or more coats on new work
117.99
-
121.55
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)
For fixed portion
Powder Coated aluminium (minimum thickness of powder coating 50 micron)
196.31
-
456.3
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). a) Powder Coated aluminium (minimum thickness of powder coating 50 micron)
338.8
-
546.35
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge
Prelaminated particle board with decorative lamination on both side
5.4
-
1046.9
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item):
a) With float glass panes of 8 mm thickness (weight not less than 20 kg/ sqm)
26.83
-
1462.35
Filling the gap in between aluminum frame & adjacent RCC / Brick/ Stone work by providing weather silicon seallant over backer rod of approved quality as per architectural drawing and direction of Engineer-in charge complete.
A) Upto 5mm depth and 5 mm width
102.8
-
79.45
Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc .complete as per direction of Engineer-in-Charge.
A) Powder coated minimum thickness 50 micron aluminium tubular handle bar
8
-
83.6
Providing and fixing aluminium tower 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 necessary screws etc. complete a) 250x10 mm.
4
-
103.55
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
A) Twin rubber stopper
4
-
62.05
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete
4
-
748.65
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover
37.4
-
2944.1
Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete a) Powder coated minimum thickness 50 micron aluminium
10
-
71.55
PREPARATION OF FIELDS ----------------------------------E
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
a) All kinds of soil
11086.35
-
181.85
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.
2232.92
-
219.65
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5543.18
-
1953.05
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
11086.35
-
18.2
Supplying and stacking of good earth at site including royality and carriage upto 5km complete (eath measured in stack will be reduced by 20% for payment
3310.25
-
469.5
Supplying and stacking at site dump manure from approved source, including will be reduced by 8% for payment 50% Screened through seive of IS designation 16mm& 50% through seive of IS designation4.75mm
264.82
-
258.85
Mixing of earth and sludge and manure in the required proportion specified or directed by the officer-in-charge
3575.07
-
32.1
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).In rows 5 cm apart in both directions
22068.35
-
15.55
Supplying & stacking of Selection No.1 grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc. and as per direction of officer in charge.
22068.35
-
50.8
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1226.66
-
2641.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
1226.66
-
5789.6
Providing and laying C.C pavement of mix M-25 with ready mixed concrete. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge.(The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable / recoverable separately).
1226.66
-
8663.05
Marking play fields/apron / track as per approved marking plan, marking with adequate nos of coats to give uniform finish with approved water based outdoor acrylic marking paint of superior make as approved by the Engineer-in-Charge, including cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete
150
-
150.85
SKATING RINK & CHILDREN PLAY AREA ( SAND PIT) -----F
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
a) All kinds of soil
286.13
-
181.85
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil.
24.46
-
252.3
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.
84.43
-
219.65
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
363.39
-
1953.05
Excavating, supplying and filling of local earth (incliding royalty) by mech. Transport upto lead of 5km also i/c ramming & watering of the earth in layers not exceeding 20cm in trenches, plinth , sides of foundation etc. complete
18.9
-
323.9
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5.44
-
5789.6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
11.86
-
6157.45
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) :
a) 25 mm thick
800
-
1531.85
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.
36.36
-
1810.05
Providing 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
117.25
-
575.45
SEATING ARRANGEMENT & SIGN BOARDS --------------G
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
a) All kinds of soil
1148.38
-
181.85
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.
11.09
-
219.65
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
382.79
-
5789.6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
1158.8
-
6157.45
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) :
a) 25 mm thick
2386.5
-
1531.85
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.
418.99
-
1810.05
Providing 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
572
-
575.45
Providing & fixing of floor (Riser) mounted stadium seats HDPE Hot blow moulding UV resistance in appropriate colour Chair of size 420mm x 450mm x 310mm with back frame of Aluminium Alloy complete in all respect.( Godrej make (JN-Z055) or Equivalent approved by Engineer-in-charge
3165
-
5529.61
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys,rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification anddirection of the engineer-incharge .(Structural frame work including M.S. plate to be provided separately.(Rectangular area of the sheet only shall be measured for payment).
18
-
5284.45
ROAD WORK & PARKING --------------H
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and cosolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
8129.96
-
156.75
Supplying and stacking at site. A) 90 mm to 45 mm size stone aggregate
831.24
-
1840.05
b) 63 mm to 45 mm size stone aggregate
825.15
-
1535.65
c) 53mm to 22.4 mm size stone aggregate
1219.96
-
1749.75
d) Stone Screening 13.2mm nominal size ( Type-B)
86.29
-
1727.65
e) Red Bajri
14.38
-
1476.8
f) Good Earth
14.38
-
483.9
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
2876.35
-
767.25
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.
“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth Level
652.27
-
7997.3
Centering and shuttering including strutting, propping etc. and removal of form for :
a) Suspended Floors, roofs, landing, balconies & access platform
3261.36
-
693.08
Edges of Slab s and breaks in floors & walls Under 20cm wide
1087.12
-
173.25
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
9530.94
-
207.75
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
1635.93
-
859.35
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
107.03
-
8376.15
BOUNDARY WALL --------------I
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
1181.11
-
252.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
84.37
-
5789.6
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.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level
579.43
-
7997.3
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
a) Foundations, footings, bases of columns, etc. for mass concrete
4932.66
-
284.85
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more.
46354.07
-
83.5
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.
663.88
-
219.65
Brick work with common burnt clay F.P.S. (non modular) bricks of class design.75 in superstructure above plinth level upto floor V level in all shape and sizes in:
a) Cement mortar 1:4 (1 cement : 4 coarse sand)
445.88
-
5495.15
12mm cement plaster of mix 1:4 (1 cement :4 coarse sand)
2963.44
-
276.15
15mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement :4 coarse sand)
2818.15
-
318.95
Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering shuttering and finishing :
1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
22.29
-
8976.45
Supplying at site Angle iron post of Y-shaped angle of size 50x50x5 over existing boundary wall grill & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10mm dia etc. complete Y shape Angle 50 50 x 5mm- 60 cm enbedded in Column
3887.97
-
92.4
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3.5 m height of wall with existing angle iron 'Y' shaped 2.4m to 3m apart and with 6 +2 horizontal R.B.T reinforced barbed wire, studs tied with G.I staples and G.I clips to retain horizontal , including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with R.B.T / Spring core (2.5mm thick)wire of high tensile strength of 165kg/ Sqm.m with tape ( 0.52mm thick) and weight 43.478 gms/Mtr.
1078
-
290.8
Finishing walls with textured exterior paint of required shade New Work ( Two or More coats appiled @ 3.28 ltr/10sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10sqm)
5758.59
-
232
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
300
-
131
Painting with synthetic enamel paint of approved brand and manufacture colour to give an even shade:Two or more coats on new work
25.2
-
121.55
FRONT BOUNDARY WALL WITH PLANTER & GRILL
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
259.44
-
252.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
38.18
-
5789.6
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.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
a) All works upto plinth level
8.85
-
7997.3
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
a) Foundations, footings, bases of columns, etc. for mass concrete
78.66
-
284.85
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more
707.94
-
83.5
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand)
214.13
-
6157.45
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
67.72
-
219.65
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering shuttering and finishing :
a) 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
6.36
-
8976.45
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
5180.19
-
131
Painting with synthetic enamel paint of approved brand and manufacture colour to give an even shade:
a) Two or more coats on new work
440.1
-
121.55
Excavating, supplying and filling of local earth (incliding royalty) by mech. Transport upto lead of 5km also i/c ramming & watering of the earth in layers not exceeding 20cm in trenches, plinth , sides of foundation etc. complete
48.66
-
323.9
Drainage work --------------J
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil.
730
-
252.3
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 :
a) All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
338.49
-
364.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
137.52
-
5789.6
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
56.61
-
8554.5
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.
254.5
-
219.65
Brick work with common burnt clay F.P.S. (non modular) bricks of class design.75 in superstructure above plinth level upto floor V level in all shape and sizes in:
a) Cement mortar 1:4 (1 cement : 4 coarse sand)
337.98
-
6376.25
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 250 mm dia. R.C.C. pipe
416.99
-
754.45
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/RCC. pipes including bed concrete as per standard design :
250 mm diameter R.C.C. pipe
403.65
-
1346.95
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand)
2074.09
-
328.25
Providing and fixing M.S angle 50x50x5mm on bearing of SFRC drain cover with lugs of M.S flat 10x5m 10cm long, forked at end 60cm apart including welding and applying a priming coat of approved primer on exposed surface etc. complete.
3013.9
-
112.29
Providing and fixing SFRC slotted drain cover of size a) 500 x 400 x 60 mm
537.08
-
1659.36
b) 600 x 550 x 90 mm
90.34
-
1659.36
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
29
-
5209.1
HORTICULTURE WORK --------------K
Supplying & planting of various species of Plant of ht 150-165cm in bag size of 25cm as per direction of the officer in charge including digging holes in all type of soil an riffing the same with the excavated earth mixed with manure or sludge in the ratio 2:1 by volume ( 2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reducing by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts ( cost of sluge, manure or extra earth to be paid separately)
a) Holes 120cm dia & 120cm deep 3mm C/C
90
-
1919.75
Supplying & planting of various species of shrubs of height 60-75cm or 75-90cm in earthen pot / poly bags of size 20-25cm as per direction of the officer in charge
700
-
45
Supplying & planting of verious species of creeper plants of height 30-45cm in earthen pot / plastic pot of size 20-25cm as per direction of the officer in charge
3000
-
45
Supplying & planting of various species of Ground cover plants of height 30cm and above with fresh and healthy variegated foliage, full of branches & well developed 15 to 20 leaves in earthen pot / plastic pot of size 20-25cm as per direction of the officer in charge
2450
-
20.5
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
a) All kinds of soil
3354.71
-
92.55
Fine dressing of the ground.
3354.71
-
3.25
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).
a) In rows 5 cm apart in both directions
3354.71
-
15.55
Supplying & stacking of Selection No.1 grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc. and as per direction of officer in charge.
3354.71
-
50.8
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavaed earth after breaking clods and mixing with sludge or manure in the ration of 8:1 ( 8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing , leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separrately) shrubs/ creeper plants /Ground cover plants
378
-
195.9
Supplying and stacking at site dump manure from approved source, including will be reduced by 8% for payment 50% Screened through seive of IS designation 16mm& 50% through seive of IS designation4.75mm
500
-
258.85
Supplying and stacking of good earth at site including royality and carriage upto 5km complete (earth measured in stack will be reduced by 20% for payment
1000
-
469.5
Mixing of earth and sludge and manure in the required proportion specified or directed by the officer-in-charge
1500
-
32.1
STRUCTURAL CONSULTANT --------------L
Preparing and submitting Six sets of structural design and drawing from DDA empaneled standard consultant along with design philosophy & design calculations, for execution of sport complex Bldg including getting the same approved from competent authority.
1
-
1225857.33
ELECTRICAL CONDUTING --------------M
Wiring 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 steel 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.
a) Group C
540
-
1213
Wiring for light/ power plug with 2x4 sq. mm. FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
710
-
265
Wiring for light/ power plug with 4x4 sq. mm. FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
300
-
392
Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
a) 2x1.5 sq. mm+ 1x1.5 sq. mm earth wire
1800
-
208
b) 4x10 sq. mm+ 2x6 sq. mm earth wire
150
-
670
c) 4x16 sq. mm+ 2x6 sq. mm earth wire
250
-
946
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.
500
-
19
Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit of cutting the wall and making good the same in case of recessed conduit as required.
A) 20 mm dia
250
-
146
25 mm dia
50
-
165
32 mm dia
50
-
203
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as reqd.
a) 1 or 2 Module (75mm X 75mm)
20
-
243
Supplying and fixing of following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
a) Telephone socket outlet
20
-
119
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
96
-
342
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 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required.
16
-
401
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 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
57
-
495
Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc. as required.
15
-
65
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing
57
-
142.95
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. (Note: Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
a) 4 way (4+12), Double door
1
-
5651
b) 8 way (4+24), Double door
4
-
7744
c) 12 way (4+36), Double door
4
-
9828
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.
a) Single pole
252
-
199
Supplying and fixing single pole blanking plate in the exiting MCB DB complete etc. as required.
25
-
8
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 40 amps
1
-
832
b) 63 amps
8
-
839
EARTHING
Supplying and laying 25 mm X 5 mm G.I. strip at 0.50 meter 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 50 mm)
125
-
131
Earthing with G.I. earth pipe 4.5-meter-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.
14
-
4033
Providing 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.
50
-
483
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
200
-
206
ELECTRICAL CONDUTING --------------N
Providing & Laying synthetic cushioned acrylic surfacing system of international level (outdoor) duly approved by ITF of classification-III with minimum five years warranty with following nine layers of synthetic cushioned surfacing material including making of court lines with 100% acrylic resin based line marking paint.
i) Filler course (One layer of acrylic re-surfacer)
ii) Heavy rubber course (three layers of flexible latex base liquid rubber with course particles.
iii) Fine rubber course (two layers of flexible latex base liquid rubber with finer particles.
iv) Texture course (One layer of flexible filler acrylic base). v) Finish Course (two layers of 100% acrylic resin base paint).
All above applications are to be applied as per manufacturer’s specification/consumption standards and as per the direction of Engineer-in-charge. (Rate: The rate of above item includes cost of material, all statutory taxes, import duty, insurances, labour, tools, plants & equipment, testing of material, transportation of material from manufacturer to the site, storing & laying of the same. Nothing extra shall be paid over the approved rates).
8576
-
1116.4
Providing and fixing poles (for the tennis court nets) consist of 3" tubular/round MS (heavy duty) pipes, polyester coated with brass winder of wt. not less than 62 kg each and internal wind system, pined at bottom including fixing with ground sleeves and net complete as the direction of Engineer in charge.
12
-
13686
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