Proposed International Cricket Stadium at Saif ai, Etawah CIVIL WORK AND DEVELOPMENT WORK.

SI. No Description Unit Quantity Rate Amount EARTHWORK

1 Earth work in excavation by mechanical means (Hydraulic excavator) / man ual means over a reas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including d isposal of excavated earth, lead upto SOm and lift up to 1.Sm, d isposed earth to be levelled and neatly d ressed. All kinds of soil Cum 125233.00 83.60 10469478.80

2 Excavation work by mechanical means (Hydraulic excavator)/ manual means in founda tion trenches or d rains (no t exceeding 1.5m in width or 10 sqm on plan), includ ing d ressing of sides and ranm1ing of bottoms, lift up to 1.5 m, including ge tting out the excavated soil a nd d isposal of surplus excavated soils as d irected, w ithin a lead of 50 m

H ard rock (requiring blasting) Cum 750.00 250.35 187762.50 3 Extra for every additional li ft of 1.5 m or part thereof in excava tion /

banking excavated o r s tacked ma terials. All kinds of soil Cum 18784.95 . 9.50 178457.03 Ordinary or ha rd rock Cum 112.5( 19.00 2137.50

4 Extra for d isposal o f excavated material for lead beyond 100mt. But u pto l Km. Cum 79557.15 94.47 7515763.%

5 Supply and filling of selected good earth Lead Above up to 10 Km ( Payment shall be made as per actual Lead ) cum 5000.00 314.45 1572250.00

6 Filling availc1ble excavated ear th (exclud ing rock) in trenches, p linth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidc1ting each deposited layer by ramming and watering, lead up to 50 m and lift u pto 1.5 m. Cum 37500.00 57.00 2137500.00

7 Supplying and fill ing in w ith local sand under treds floors; including watering, ramming, consolidating and dressing comple te Cum 7500.00 864.74 6485550.00

PCC, RCC & STEEL WORK 8 Providing and laying in position cement concre te of specified grade

excluding the cost of centering and shuttering - All work up to plinth level

a 1:2:4 (1 Cement : 2 coarse sand : 4 graded s ton e aggregate 20 mm nominal s ize) Cum 750.00 5192.99 3894742.50

b 1:3:6 (1 Cement : 3 coarse sand : 6 graded s tone aggregate 20 mm nominal s ize) Cum 9634.48 4592.59 44247198.13

9 60 mm thick stiching slab (1 :2:4) with colour p igment and integral wate r proffing compound and reinforced witl1 welded mesh specification as per d rawing comple tein a ll respect as per Engineer In Charge. Sqm 10589.56 617.50 6539053.30

10 40 mm thick Wa ter proof cement p laster in two layer over inside verticle por tion of risers c1 nd slop portion of wast slab befor fi liing tl1e area with light weight concrete. Sqm 15884.34 261.25 4149783.83

11 "Centering a11d shuttering including s trutting, p ropping etc. a nd removal of form work for :

a Foundation, foo tings, bases for columns sqm 12461 .37 186.63 2325665.71 12 Making plintl1 p rotection 50 mm thick of cement concrete 1:3:6 ( 1

Cement :3 coarse sand : 6 grade s tone aggregate 20 mm nominal size) over 75mm bed of d ry blick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand includ ing finishing the top smooth. sqm 963.45 398.08 383529.22

Page 1 of 17

SI.No Description Unit Quan tity Rate Am ount 13 Providing and laying in position machine batched, machine mixed

and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement. includ ing 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. M-25 grade reinforced cement concrete.

a All work upto Plinth level. cum 18981.00 5724.57 108658063.17 b All work From Plinth Level & upto floor V level. cum 22230.00 5954.46 132367645.80 14 Extra for p roviding richer mixes at all floor levels.

Note:- Excess/ less cement over the specified cement content used is payable / recoverable separately.

a Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Cl\111 43380.00 313.50 13599630.00 15 Extra for concreting of slope surface above 15° Cum 7000,00 255.60 1789200.00 16 Centring and shuttering including strutting, propping etc. and

removal of form for : a Foundations, footings, bases of columns, etc. for mass concrete. sqm 39960.00 186.63 7457734.80 b Walls (any thickness) including attached pflasters, butteresses, plinth

and string courses e tc. sqm 16639.80 342.76 5703458.53 c Suspended floors, roofs, landings, balconies and access platform. sqm 48799.26 381.57 18620334.02 d Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 58320.02 315.54 18402300.12 e Columns, Pillars, Piers, Abubnents, Posts and Struts. sqm 94714.67 430.68 40791714.51 f Stairs, (excluding landings) except spiral-staircases. sqm 6317.77 375.87 2374661.67 g Extra for shuttering in circular wor k (20% of respec tive centering

an d shuttering items) sqm 11014.50 86.14 948789.03 h Shuttering in elliptical/ p rojectile kind of safe on rakker column with

steel moulds shuttering at different heigh t including necessary staging and support Sqm 6500.00 864.50 5619250.00

17 Exh·a for addi tional height in centring, shuttering where ever required wi th adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels,over a height of 3.5 m, for every additional heiirht of 1 meh·e or nart thereof (Plan area to be Suspended floo~s, roofs, landing, beams and balconies (Plan area to be measured). sqrn 48799.26 151.10 7373568.34

18 Steel reil1forcement (Thermo-Mechanically Treated bar Fe-500) for R.C.C. work including straightening, cutting, bend ing, placing in position and binding all complete upto superstructure. MT 6073.20 64695.00 392905674.00

19 Providing,fabricating , transpor ting, assembling & erection in position of Steel members for steel colunms, built up beams using structural tubular sections ( round, square or rectangular hollow tubes etc. confirming to IS 4923 / IS 1161 , Yield strength 310 MPa as per latest IS Code ) to the required profile & shape as called for as per the drawing & specifications.This item also includes the shear connectors I studs & fusion weld to top of horizontal member . This item also includes prepration of shop drawings & their approval, necessary templates,adequate temporary supports, scaffolding & staging,all cutting, grinclin g,sliding & all labour ,tools,plants& equjpments & operations etc. required to complete the job as per d rawing & specification. every precaution to be taken to prevent rusting of sections. This item also includes all tes t on materials & welded fabricated .. parts as per specification & direction of Engineer - in -Charge . Temporary bolts & nuts ( grade EN 8 ) to be used during assembling & shall be removed before site erection.All site erection bolts shall be HSFG type only. The item to include cost of sand blasting on materials, application of primer & various coats of internal & external painting in fabrication shop & final painting on site including all touch up works after erection as per technical specification. MT 525.00 118750.00 62343750.00 A) The scope of work for this i tem includes : -

AG Page 2 of 17

SI.No Description Unit Quantity Rate Amount

a ) Design & fabrication of any additional temporary structure including all type of Lifting bracke ts, supporting brackets ,which will be required for transportion & erection in position / launching of fabrication part or complete element in position. b) Making provision & arrangement for required opening / inserts for fixing lights fixtures & funning cable conduits . c) All incidentials .labour , equipement & plants required to execute & complete the job from fabrication to erection at final position as per drawing ,specification & direction of Engineer - in -Charge. d) Cleaning & removing of all spoil , temporary anangementa for casting of deck slab. e) All safety measures required to execute & complete the work. f ) Procurement of all materials from approved manufactures & fabrication. Complete methodology for structural steel work. Name of workshop for fabrication works. Testing facilities & erection

I Procedures etc.to be in timated for approval of Engineer - in - Charge. g ) The p rovision of tem porary bearing / sand jacks for supporting steel members during erection. h ) Provision of s tability during erection against wind load or any other type of loading on structurnl steel members during erection. B ) Measurement shall be only for structural steel which is erected & is part of permanent sh·ucture & paid as per approved shop drawings.All wastages , temporary works , Jigs ,temporary assembly bolts e tc. are deemed to be included in quoted rates . No allowence or increse in weigh t for welding, nuts & bolts etc will be applicable.

20 Providing testing & tigthtening of high strength friction grip bolts (HSFG bolts ) of class/ grade EN 8 up to proof load as per IS 4000, including required threading, using automatic calibra ted torque wrench at all locations & a il heights , & U1eir compitable nuts & washers all complete required to execute the job. All HSFG bolts, nuts & washers confirming to IS 1367, IS 6610 & IS 4000 shall be used . The measurement shall be made for complete assembly of bolt, nut & compitable washers used in uen nanent works. Kgs 2000.00 118.75 237500.00

MASONRY WORKS 21 Random rubble masonry w iU1 hard stone in foundation and plinth

including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinU1 level wiU1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 917.81 3722.20 3416285.04

22 Providing and laying au toclaved aerated cement blocks masonry with 100mm up-to 300111 thick AAC blocks in super structuJ'e above plinth level up to floor V level in cement mortar 1:4 (1 cement: 4 coarse sand ) The rnte includes providing and placing in position 2 Nos. 6 mm dia M.S. bars at everv third course of masonry work. Cwn 6750.50 6067.60 40959333.80

PLASTER WORKS 23 12 mm cement plaster of mix :-Ceiling

1:6 (1 cement : 6 fine red sand) sqm 32000.00 95.00 3040000.00 24 15 mm cement plaster on the rough side of single or half brick wall of

mix :-External 1:6 (1 cement: 6 fine red sand) sqm 37000.00 164.16 6073920.00

25 12 mm -cement plaster of mix :-Internal 1:6 (1 cement: 6 fine red sand) sqm 83000.00 95.00 7885000.00

26 Providing and fixing approved quality chicken wire mesh 12mm x 12mm x 20 gauge at the junction of concrete & masonry with all lead & lifts including cost of materials, labour charges, conveyance etc., complete Sqm 2000.00 42.75 85500.00

Page 3 of 17

SI. No Description Unit j Quantity j Rate Amount

FLOORING & WALL FINISHES 27 Providing and laying gang saw cut 18 mm thick, mirror polished pre

moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, and similar locations, laid over 20mm thick base of cement mortar 1:4 (lcement: 4 coarse sand) including grouting the joints wiU1 white cement mixed with match ing pigment, epoxy touch ups etc. complete as per di rection of Engineer-in-Charge as per design, pattern in hvo or three colours. Sqrn 5000.00 2991.12 14955600.00

28 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm U1ick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 grad ed stone aggrega te 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded s tone aggregate 6 mm nominal s ize) by volume, hardening compound mixed @ 2 li tre per 50 kg of cement or as per manufachirer's specifications. This includes cost of cement slurry, but excludinP the cost of nosin 1> of s tens e tc. com ole te Sqrn 4000.00 508.49 2033960.00

29 P & L Vih·ified AntiSkid tiles 600x600 mm laid on 20mm thick cement mortar 1:4 incl grouting the joints with white cement Sqm 1552.72 1377.50 2138871.80

30 Providing and laying vitrified floor tiles/ skirting in different sizes (thi ckness to be specified by the manufacturer) with water absorption less U1an 0.08% and conformin g to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., !BEL or Equivalent complete.-300mm X300mm/300mm X600mm/600mm X600mm

Sqm 15000.00 1335.65 20034750.00 31 Providing and Laying Kota Stone Flooring in Approved pattern

leather finish on a bed of 1:6 CM i/ c cement float, filling joints with neat cement slurry, curing and polishing i/ c cost and conveyance of all ma terials, seigneraige charges, labour charges, cleaning etc. complete in cill respect wih lea ther finish . 25 mm thick Sqm 1586.65 1084.33 1720452.19

32 Providing and fixing Glazed Ceramic wall tiles of 200 x 200mm and 300 M x 300M size ond 6mm thick and of approved colour, shade, Matt finished pa ttern for Dado on 12mm thick backing coat of 1:4 cement plaster and neat cement float using polymer based tile adhesives of approve make including filling joints with white cement mixed with pigm ent to match the colours, curing, acid cleaning including cos t, seigniorage & conveyance of all materials & labour charges e tc. com olete for finished item Sqrn 3480.78 794.82 2766589.59

33 Chequered terrazo tiles 22 inm thick with grad ed marble ch ips of size up to 6 mm in floors, jointed w ith neat cement slurry mixed with pigment to match the sh ade of the tiles, including rubbing and polishing comple te, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Medium shade pigment using 50% white cement, 50% ordinary cement Sqm 400.00 896.52 358608.00

34 Providing and laying machine cut mirror polished Granite Slab of various sizes and dolour and 18-20mm thick in approved colour and shade for wall cladding in requi red pattern fixed with SS dowels and polymer based adhisive compound, filling joints with neat coloured cement slurry, cleaning am.I as per a rchitects d rawing and design including cost, conveyance and labour charges and s taging e tc. complete as per Instruction of Engineer lncharge.

i) Ground Floor Sqm 1828.00 3515.00 6425420.00

Page 4 of 17 ~ ::f> I ~ l,.l ~ J'O \ \JL r,10 ~U . • 0 ~ 0

~ l[c:f>T~. ~c.Tcll

SI. No Description Unit Quantity Rate Amount

35 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 1200mm high x 40 mm deepand 1.8 cm U1ick, 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 nun nominal size) as per d irection of ngineer Sqm 150.00 3099.85 464977.50

36 Providing & fixing MS heavy duty grill + Gates at entrance gate with painting as per detail drawing. MT 32.45 71250.00 2312062.50

DOORS & WINDOWS 37 Providing and fixing !SI marked flush door shutters comfirming to

15:2202 (Part - I) non decorative type, core of block board constructionwith frame of first class hard wood & well matched commercial 3 p ly veneering with vertical grains of cross band and face veneers on both faces of sh utters: 35mm thick including IS! marked stainless steel butt hings with necessa1v screws. 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws Sqm 638.00 1820.44 1161440.72

38 Aluminium frame with bead for item no 9.21 for duct area only. Kgs 6000.00 427.50 2565000.00

39 Providing and fixing 1.0 mm U1ick decorative high presure laminated sheet of plain / wood grain in gloos / matt / suede finish witl1 high density protective surface layer and reverse side of adhesive bonding quali ty conforming to IS : 2046 type S including cost of adehsive of approved qualitv. Sqm 638.00 642.58 409966.04

40 Supplying and fixing rolling shutters of approved make made of rewuired size M.S. toge ther 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 coil springs grade No. 2 and M.S. top cover of required thickness for rolling shutters. 80xl.25mm M.S. laths with 1.25mm thick top cover. Sqm 120.00 2035.00 244200.00

41 Extra for providing grilled rolling shutters manufactured out of 8mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (area of grill to be measured) Sqm 45.00 297.92 13406.40

42 Extra for providing mechnical device chain and crank operation rolling shutters, Exceeding 10.00 sqm and upto 16.80 swm in the area.

Sqm 45.00 688.61 30987.45

43 Providing and fixing ball bearing for rolling shutters. Each 25.00 417.00 10425.00

44 Providing and fixing aluminium work for ventilators and louvers with exh·uded built up standard tubular section/ appropriate sections and otl1er sections of approved make conforming to lS:733 and IS : 1285, fixed with raw! plugs and screws or with fixing clips, or witl1 expansion hold fash1ers including necessary fillings up of gaps a t junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smootll, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass I stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing and paneling to be paid separately) : Natural anodised aluminium (minimum thickness of anodising shall be of AC15) Overall portion treated as fixed.

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Kg 765.00 385.61 294991.65

45 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the aJchitectural drawings and the directions of engineer-in-charge. With float glc1ss pc1nes of 5.50 mm thickness Sqm 85.00 1001.49 85126.65

Page 5 of 17

SI. No 46

Description Frameless Glass Doors: Design, fabrication and installation of

frameless glass doors consisting of 12nu11 thick clear toughened glass and providing & fixing with DORMAmake PT STANDARD Patch fit tings such as Top pivot(PT34), top patch(PT20), Bottom Patch (PTlO), Corner Lock with EPC(US 10), Lock keeper pla te, SS finish "D" shape Pull Handle 300mm x 22mm(TGDI 300225) and double action floor spring BTS75v .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.) (NOTE: max Door size 1100mm x 2400mm, for higher height overpanel to be provided.) Design Calculation authority to be furnished by supplier for approval by Clien t / Consultant. ,Final certifications of products should be submitted be from the product manufacture r for the originality of the product and manufacturer should be have its own service team .Installtion of the work should be done by Donna certified partner ,who has sucessfully accomplised similar works before . The above work complete in all respect as per approved drawings and to the satisfaction of Architect /Engineer-in­Charge.

47 Frameless Suspended Glazing with Spider Fittings: Design, Supply and Installation of frameless glazed fai;ade suspended from the top of the opening provided with finishing/ shading as per Consultant / Architect approval incorporatingtougnrd / laminated glass panes 13.5 mm thick(12.00mm+l.52mm) as per approved drawing and fins as stabilizers used at each vertical joint to provide lateral stiffness against wind loading, deflections and other specified loads expected including frame work structural supports wherever necessary and hardware all other accessories in the glazing with a ll extrusions, fittings, suspension brackets, DORMA spider fittings of "PFF" series, "V" Series with 4,3,2,1 points spiders & FHB / FHAB M12 stainless steel bolts as per design. The "PFF" Series Spiders shall have a curvi-linear design to reduce stress concentration a t transition points,Sleek & twisted arm design for higher torsional moment of resistance & better aesthetic features. The spiders shall be fastened to the fin glass with high tensile strength SS 316 Countersunk Allen bol ts. The Flat head bolts for facade glass shall be of SS 316 with an outer diameter of 38nun and all necessary accessories.

The spiders shall be manufactured by investment casting process of grade SS 316 as per EN Norms All screws, all weather elements such 11s flashing, coping, approved Dow Corning sealants, e tc to make the system completely waterproof. All spider fi ttings should be designed to support the weight of the glass by direct bearing on the bolts wherein the structure should be designed as per the relevant codes and should be able to withstand the relevant thermal movements. Design Calculation authority to be furnished by supplie r for approval by Client / Cons ultant. ,Final certifica tions of products should be submitted be from U1e p roduct manufacturer for the originali ty of the product and manufacturer should be have its own service team .lnstalltion of the work should be d one by Dorma certified partner ,who has sucessfully accomplised similar works before . The above work complete in all respect as per approved drawings and to the sa tisfaction of Architect /En1?i11eer-in-Charge. 4 to 4.5 metre heigh t 4.5 to 6 metre height

Page 6 of 17

Unit

Sqm

Sqm Sqm

Quantity Rate Amount

315.00 6840.00 2154600.0Q

375.00 9110.50 3416437.50 235.00 9566.50 2248127.50

SI.No Description Unit Quantity Rate Amount

48 Providing and Fixing Dorma Wall Connecting Profile -Non Secured Version on top and bottom of the fixed glass , w.c.p would have alumunium base rail with clamping parts and screws and EPDM gasket for 12mm glass The p rofile would have clip on cover of Stainless steel Grade 304 of 40 mm on both sides , having a standard lenth. of 3 metre,The above work complete in all respect as per approved d rawings and to the satisfaction of Architect /Engineer-in-Charge. Design Calcula tion authori ty to be furnished by supplier for approval by Client / Consultan t. ,Final certifica tions of prod ucts should be submitted be from the prod uct manufacturer for the originality of the product and manufacturer should be have its own service team .lnstalltion of the work should be done by Dorma certified partner ,who has sucessfully accomplised similar works before . The above work complete in all respect as per approved drawings and to the satisfaction of Architect /Engineer-in-Charge.

2.5 to 3 metre height Sqm 505.00 8141.50 4111457.50 49 Frame less Suspended Glazing with Spider Fittings: Design,

Supply and Installation of frameless glazed fa<;ade suspended from the top of the opening p rovided with finishing/ shading as per Consultant / Architect approval incorporatingtougnrd glass panes 12.00mm as per approved drawing and fins as stabilizers used a t each vertical joint to provide lateral stiffness against wind load ing, deflections and other specified loads expected including frame work sh·uctural supports wherever necessary and hardware all other accessories in the glazing with all exh·usions, fi ttings, suspension brackets, DORMA spider fittings of "PFF" series, "V" Series with 4,3,2,1 points spiders & FHB / FHAB M12 stainless steel bolts as per design. The "PFF" Series Spiders shall have a curvi-linear design to reduce stress concenn·ation at h·ansition points,Sleek & twisted arm design for higher torsional moment of resistance & better aesthetic features. The spiders shall be fastened to the fin glass with high tensile strength SS 316 Countersunk Allen bolts. The Flat head bolts for facade glass shall be of SS 316 with an outer d iameter of 38mm and all necessary accessories. 3 to 4 metre height Sqm 275.00 8676.35 2385996.25

50 Providing anf fixing bright finished brass hanging type flooi· door stopper with necessarv screw e tc comple te as approved bv the EiC. Each 250.00 300.44 75110.00

51 Providing anf fixing door locks of Dorma or Equivalent as approved by the EiC necessary screw etc complete Each 75.00 1744.20 130815.00

52 Providing anf fixing stainless steel door handles of 200mm customized make as approved by the EiC necessary screw etc complete Each 75.00 376.20 28215.00

53 Provid ing and fixing double action hydrulic floor spring of approved brand and manufactures IS : 6315 marked, for door including cost of cutting floors as required, embedding in floors and cover plate with brass pivot and single piece M.S. sheet outer box with slide plate etc comple te d irection of Engineer-in-charge with stainless steel cover plate .. Each 75.00 2453.61 184020.75

54 Filling the gap in between aluminium frame & ad1acent RCC/ Brick/Stone work (up to 5mm depth and 5mm width) by providing weather silicon sealant over backer rod of approved quality as per architectural drawings comple te. Rmt 450.00 86.64 38988.00

Page7 of1 7

SI. No Description Unit Quanti ty Rate Amount

55 Fabrication, supply and fix ing in position fully glazed door partly fixed on sides & top and with double leaf shutters for central opening on floor springs using extruded aluminium anodised (approved tint) sections as per drawing and IS mark fixtures with suitable screws, bolts, nuts, wooden plugs a t the coru,ections, etc. with U,e following sections of approved make .... mm thick reflective glass. The door should be fabricated using standard size galvanised screws in teak wood plugs including cost of all materials, labour charges for fabrication and fixing in position and all incidental & operational charges and conveyance charges etc. complete. Fabrication, supply and fixi1111 in oositin Sqm 150.00 5035.00 755250.00

56 Fabrication, supply and fixing in position fully glazed fixed windows using ex truded a lu. anodized sections as per drawings and !SI mark fixtures with suitc1ble screws, bolts, nuts, wooden plugs for connect ions etc., complete with the flooring section of approved make. d. 5.5m thick plain glass fitted using suitable rubber beadings. The window should be fabricated using s tandard size galvanised screws in teak wood plugs incl uding cost of all materials, labour charges for fabrication and fixing in position and all incidental and operational charges and conveyance charges etc., complete - Window 'W3' of size

Sqm 75.00 307266.00 ., nn v 1 ?Om 4096.88

57 Providing and fixing alu. top hw,g fully glazed windows and ventilators as per detailed drawing & design and as d irected by Architect including approved section with 4mm thick p lain sheet glass fixed witJ1 double gasket with stainless steel pin and fix tures and fi ttin2 etc. comole te Sqm 50.00 4370.00 218500.00

PAINTING WORKS 58 Finishing walls with Acrylic Smooth exterior paint o f required shade :

New work (fwo or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

SQM 37000.00 85.50 3163500.00

59 Distempering wiU1 oil bound washable distemper of approved brand and manufacture to 2ive an even shade New work (two or more coats) over a nd including water thinnable priming coat with cement primer. SQM 2500.00 85.22 213050.00

60 Distempering with 1st quality acrylic d istemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's soecification. Two or more coats on new work. SQM 115000.00 48.12 5533800.00

61 Applying one coat of water thiru,able cement primer of approved brand and manufacture on wall surface : Water thinnable cement orimer. SQM 115000.00 34.06 3916900.00

62 Finishin2 walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 l tr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. SQM 2500.00 139.13 347825.00

63 Painting witJ, synthetic enamel paint of approved brand and manufacture to 2ive an even shade: T°wo or more coats on new work. SQM 3000.00 70.68 212040.00

64 Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth complete. SQM 154000.00 85.17 13116180.00

WATER PROOFING WORKS 65 For all water proofin g work describe below. The contractor shall

Provide 10 yeaars Guarantee for water tightness of the complete sys tem in the manner as provided in the specification, Gradin g roof for water Proofing treahnent with Cement concre te 1:2:4 (1 cement: 2 coarse sand: 4graded stone aggregate 20mm nominal size).-100 mm SQM 1197.00 617.50 739147.50

Page 8 of 17

S I. No 66

Description Proving and laying water proofing 'treatment in toilet e'tc by applying cement shuTy mixed with water proofing cement compound consisting of applying :a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. TI1is layer will be allowed to air cure for 4 how·s. b). second layer of slurry cement @ 0.242 kg/ sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

67 Proving and laying water proofing treatment on roofs of slab by applying cement slurry mixed with water proofing cement compound consisting of applying :a) after surface p reparation First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should be less then 10cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @0.670 kg/sqm and coarse sand@ 1.289 kg/sqm. 111is will be allowed to air cure for 4 hours followed with water curing for 48 hours. The entire treatment will be taken up-to 30cm on parapet wall and trucked into groove in parapet all around. d) fourth layer of cement plaster cement mortar (which will be paid for seprately For the purpose of measurement the entire treated s urface will be measured).

68 Providing and fixing down gusge iricluding finishing wiU1 cement mortar 1:3 (1 cement: 3 coarse sand) as per standard design in

Unit

SQM

SQM

1---..-175x75mm deep chase. SQ:v1 69 Makingk hur~5x45 cm with average minimum thickness of 5cm

cement concrete 1:2:4 (1 cement: 2 coarse sand: 4graded stone aggregate 20mm nominal size) over PVC sheet 1 m x 1m 1400 micron, finished with 12mm cement. SQ:\1

ROOFING 70 Providing and Fixing Multilayer '3DLite' Panel System 22mm thick·

(minimum) confirming to specifications mentioned below; complete in all respects. - Panel shall be 22mm thick (min.) - Panel Width shall be 600 mm to ensure best performance for wind uplift, vibration; oil canning and visual appearance. - The panels shall be uniform in colour with an integral Multilayer core. ~ The panels shall have 3 cells and 4 walls. - Both outer walls shall be in clear color. - Middle cells shall have the alternate horizontal walls in white or

Quantity Rate Amount

1197.87 215.16 257733.71

1166.25 256.74 299423.03

550.00 81.94 45067.00

750.00 20~.58 155685.00

approved colour. - Weight of panel shall not be less than 2500 grams per square meter.- Panels shall be manufactured with Vertical Standing Seam at both sides of the panel. The height of the standing seam shall not be more than 16mm to ensure best connector engagement. Welding or gluing of up stands or s tanding seam is not acceptable.- Snap-on co1m ector to interlock the panels shall have a grip-lock double tooth locking mechanism to ensure maximum uplift capability & shall be of same color as that of panel for aesthetit appeal. - End-cap/ Aluminium U-Profile (mill finish) for ends. .. I .- Panels sha,11 be co-e?<trude<;!.Jl,\( protec,_te_d,."'. :-----:--:---:-~-:---:---~-.-.ii--- ,.j.-- ---.,.t------it,---------1 Panel manufacturer should have project reference in India which is at : least 10 years ok{ for a single project not less than 1,500 m2. - Panels shall have 10 years limitec! warranty from manufacturer with produc\ / batch details etc engraved for fu ture warrantee reference/ claims. Th e panel system shall be bent to reqllirect profile and fixed in position, to the structural steel frc,mework, using self-drilling screws, accessories and Aluminum profiles etc. strictly as per approved architectural d rawing DANPALON or Equivalent. Sqrn

Page 9 of 17

1800.00 7400.00 13320000.00

SI. No 71

Descrip~ion SAIL SH ADE CANOPY STRl,JCTURE. Providing and fixing at site as per Design & Drawings Sail Shades, of Ferrari Mesh Fabric 592 color (Moss Green-2158), weight 1050 GSM. Tensile Strength - 500/500 DAN/ SCM Porosity - 23% Sh·uctural steel -Mild steel with 2 coats epoxy + top PU coat. Cables, end fi ttings and accessories. Cables single standrad cable (1 x 19) with a minimum tensile strength of1570 MPa. End fittings and accessories - GI coated steel. connection to the main aa-s - on plates that are al ready welded to the main arcs. Fixed to main structural steel members with cables / end fittings & accessories complete work. As per satisfaction of Engineer - in -Charge. Contractor to provide Design Engineering fabrication drawings & get them approved. All steel to be cut to shape on CNC Machines not hand cutting shall be allowed. All work to be carried out as per technical specification (Refer Part-A, Section-10).

72 Providing and fixing fa lse ceiling at all height including providing and fixing of frame work made of special sections, er pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per rs :277 and onsisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hange rs of 25x10x0.50 mm of required length with nuts & bolts of required s ize and other end of angle hanger fixed with intermedia te G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.l. in termediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to the board with recommended jointing compound , jointing tapes , finishing wiU1 jointing comp ound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for ligh t fittings, grills, diffusers,cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, pecification and d irection of the Engineer in Charge but excluding the cost of painting with :

a 12.5 nun thick tapered edge gypsum fire resistant board conforming to

Unit

Sqm

IS: 2095- Part 1 sqm

Page 10 of 17

Quantity Rate Amount

750.00 10318.90 7739175.00

4500.00 971.80 4373100.00

SI. No 73

Description 'Supplying and Fixing of Suspended ceiling system components with Moist Resistant Board, This includes Ultraframe Perimeter Channel (0.55mm thick having one flange of 28mm and another flange of 18mm and a web of 30mm) screw fixed to brick wall/partition with the help of approved screws at 600nun centers. Then suspending universal section used as in termediate channel (45nun x 0.55mm thick with two flanges of 27mm each) from the soffit at 1220mm centers with Ceiling Angle (24x24mmx0.55mm thick) fixed to RCC Slab with Soffit Cleat and Approved Fasteners @ 600mm Centers respectively, Ultraframe universal Ceiling Section (having knurled web of 45mm and two flanges of 27mm each) are then fixed to the ultraframe universal Intermediate channel with the help of four point connecting clip (0.8mm thick) and iJ1 perpendicular direction to the intermediate channel at 457mm centers. 12.5mm thick moist resistent gypsum boards (as per BS 1230· part 1, 1985 type 3) is screw fixed with 25mm long Drywall screws at 230 mm centers and water absorption, shall not be greater than 5% , The screw fixing of gypsum boards to the metal framing at the periphery, openings and cut edges should be at 15011m1 centers. All the Standard boards must be staggered. All jomts to be taped & finished with Paper tape & All Purpose Joint Compound confirming to ASTM C475. USG Bora! (Moist Block Gypsum) or Equivalent.

74 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceil ing tiles of approved texture spin tone/ cosmos/ Hexa or equivalent of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main'T' a t 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls / partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mmthick (minimum) sheet with the help of raw! plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture (Spintone / Cosmos/hexa) in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling

Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, noncombustible as per B.S. 476 part IV, 100% humidity resistance and a lso having thermal conductivity <0.043 w / m O KC, USG Bora! or Eauivalent.

Page 11 of 17

Unit

Sqm

Sqm

Quantity Rate Amount

2500.00 1006.53 2516325.00

5400.00 1566.69 8460126.00

~ ~q,,, !J"'f I~ '3'o ~o ~o f;: a RO ftlo

-~{~rt. ~

SI. No 75

Description Providing and injecting chemical emulsion of 0.5% chloropyriphos emulsifiable concentrate as per latest IS 6313 Part-I for pre­construction antitermite treatment and creating a chemical barrier under and areound the column pits, wall trenches, basement excavation, plinth Providing and injecting chemical emulsion of 0.5% chloropyriphos emulsifiable concentrate as per latest IS 6313 Part-I for pre-construction antitermite treatment and creating a chemical barrier under and areound the column pits, wall trenches, basement excavation, plinth filling, treatment of junctions of walls at floor, treatment of soils along external perimeter of building, treatment of soils surrounding pipes and conduits etc. with 10 years guarantee. Payments will be made on the measw-ed plinth area of ground floor in the filling, treatment of junctions of walls at floor, treatment of soils along external perimeter of building, treatment of soils surrounding g pipes and conduits etc. wi th 10 years guarantee. Payments will be made on the measured plinth area of G.F

ROAD WORK & PARKING AREA DEVELOPMENT 76 Earth work in excavation by mechanical means (Hydraulic excavator)

/ manual means over areas (exceeding 30cm in depth. 1.5 min width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.

Unit

Sqm

All kinds of soil cum 77 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 consolidating with road roller including making good the undulations etc. and re-rolling the sub ITrarlP and di~nn~:.t of surnlus earth with !earl t1nto c;n metre!;. sqm

78 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Cum

79 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. cum

80 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using' coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars wiU, sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing wiU, required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).

81 Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg. of cement and 0.25 cubicmetre of coarse sand for depth per expansion joints.

Cum

R<1te per cm depth

per cm width per 100

Page 12 of 17

Quantity Rate Amount

56852.13 66.50 3780666.71

4608.00 83.60 385228.80

7680.00 77.2.3 593126.40

3456.00 9.64 33315.84

2304.00 2013.91 46400-18.64

1152.00 6455.25 7436448.00

660.00 213.66 141015.60

SI. No Description 82 Painting road surface markfng with adequate nos of coats to give

uniform finish with ready mixed road marking paint conforming to IS : 164 on bituminous surface in white/vellow shade includinv New work (Tv.;o or more coats) '

. . .

83 Providing and laying 'a t or 11ear ground level factory 1nade 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 a t 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 s tone shall be approved bv Engineer-in-~harge}. . . .

84 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge

85 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 :450 mm dia. R.C.C. eiee

86 Providing ai1d 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 :600 mm dia. R.C~e

87 . Steel reinforcen1ent for R.C.C. work including sh·aightening, cutting, bending, placing in posi tion and binding all complete above plinth level. The.rmo-Mechanically Treated bars

88 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. com

· 40 mm thick with 20 mm nominal size stone aP"PTegate 89 Providing and laying 60mn1 thick fadory 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 fine sand etc. all complete as per the direction of Engineer-in-charge.

90 Grass Paver Providing &. laying 80 min thick reflective type open jointed (grass) paver block of m inimum compressive strength of 400 kg/sq.cm in uni paver shape of approved make. The rates are inclusive of providing & laying/spreading approved quality average 50mm thick sand bedding including compaction & filling joints with san~ at site. The edges are to be neatly trimmed to fit within kerbs

EXTRA ITEMS . 91 Supply and installation of spike resistant 9mm thick full PUR flooring

with skid free top coat to the utility of players toilets.

92 Providing and laying synthetic Cricket pitch GREEN HF--13 of CC Grass for Indoor Practice Area.

93 Gymriasiam flooring conipur (HGEC0-2) Providing and fixing gymnasiam flooring Elastic Indoor surfacing system with cone. Primer base, elestic layer, pore sealer and fabric layer, Intermediate wating layer and top layer and final sealing laquer ~ C(?NICA C_O!"J~PUR HG ECO or e9_uiv~lent_. .

94 Providing and fixing in position Bitumineous Paper baring for slabs as per aperoved drawing and conforminl?: to IS; 1398

95 Provi~irig arid ~!:plying two :coats of Enamit'Paint over .primer coat 96 Pr?vidin~ and fixing of Synthetic water tank

Page 13 of 17

Unit

Sqm

Cum

Sqm

RM

RM

MT

Sqm

Sqm

Sqm

Sqm

sqm

Sqm . .

Sqm Sq·m Lts

Quantity Rate Amount

528.00 116.04

356.40 5031.11

1584.00 336.49

625.00 670.61

375.00 1310.48

32.50 64695.00

5b73.75 335.68

4287.50 572.09

2686.50 1365.63

220.00 6008.75 . ,

945.00 2115.65

770.00 4750.00

264.00 38.00 944.bO 71.25

5600.00 - 6.65

~co~ r,n Bo ~o xro Ro Pru , "'A""'

#~ ~ -:"' . {'e.Nr i,

61269.12

1793087.60

533000.16

419131.25

491430.00

2102587.50

1703156.40

2452835.88

3668765.00

1321925.00

1999289.25

3657500.00l

10032.00 67260.00 37240.00

SI. No Description Unit Quantity Rate Amount 97 Providing and fixing on piece construction white Vitreous Squatting

p lae with an integran longitudnal flushing pipe white automatic cystren including all necessary fi ttings (Ladies (Jrinals) Nos 4.00 6008.75 24035.00

98 Providing and fixing chalk board/ notice board with alfa frame incl. all labour charges and material etc complete Sqm 36.00 4588.50 165186.00

99 Providing & Fixing of 3" PVC Nahani Trap as per instructions of Engineer lncharge Nos 287.00 63.65 18267.55

100 RCC Holes cutting manually 15 x 15 ems in RCC floor including holes making leak proof finishing comple te. as per the directions of Engineer lncharge Nos 549.00 172.90 94922.10

101 Providing and fixing 50mm and 40mm dia (2mm thick) Stain less Steel work railing (tubular section pipe with stain less steel brackets of same dia and base p late including anchor bolts conforming to IS specification and as per direction of Engineer - in - charge including cost and conveyru1ce of all materials and labour charges etc. complete. as per Instruction of Engineer lncharge. JcSg. 3034.45 464.55 1409653.75 FOR EXPOSED TO WEATHER- EXP ANS ION JOINT ( EJ -1)

102 Providing and fixing of Expansion joint system for Exposed to Weather location as per drawing and d irection of Engineer in-charge. The material shall be such that it provides an Expansion Joints System suitable for horizontal and vertical in the building with no sloping down tendency amongst the component of the joint system. The joint include PVC water Stop (250 mm wide -Serrated), Backer rod and fill with poly sulphite (Pidiseal 41G) including with Aluminium Strip 16 Gauge. (Material shall be confirmed to ASTM 6063).

(Note - Shop drawing to be submitted to the architect or engineer In Charge for final approval before doing_ the J ob) a) 80 mm gap (maximum) Metre 257.50 6175.00 1590062.50 Expansion Joint exposed to weather (E J - 2)

103 Providing and tixing ot Expansion joint system tor Exposed to Weather location as per drawing and direction of Engineer in-charge. The materia l shall be such that it provides an Expansion Joints System suitable for horizontal and vertical in the building with no sloping down tendency amongst the component of the joint system. The joint include PVC water Stop (250 mm wide -Serrated) , filler with expanded polymer board ,Backer rod and fill with poly sulphite ( Pidiseal 41G) including with Aluminium Strip 16 Gauge. (Material shall be confirmed to ASTM 6063).

(Note -Shop drawing to be submitted to the architect or engineer In Charge for final approval before d oing the Job) a) 80 nu11 gap (maximum) Metre 70.00 5035.00 352450.00 Expansion Joint not exposed to weather (EJ - 3)

104 Providing and fi xing of Expansion joint system for Exposed to Weather location as per drawing and direction of Engineer in-charge. The material shall be such that it provides an Expansion Joints System suitable for horizontal and vertical in the building with no sloping down tendency amongst the component of the joint system. The joint filler with expanded polymer board including with Aluminium Strip 16 Gauge (Material shall be confirm to ASTM 6063). (Note - Shop drawing to be submitted to the architect or engil1eer In Charge for final approval before doing the Job) a) 80 nungap (maximum Metre 145.00 5700.00 826500.00

105 RAILING R-1 Providing and fixing MS railing 500 mm high made of 50 mm dia ms pipe hand rail and two nos 25 mm dia M S pipe supported on vertical member 60mmx10mm thick MS Flat @1200 mm C/C on oval shape M S base plate 12 mm thick out of 125mm x 100 111111 with 12 mm dia dash fastners on top of 500 mm high & 100 mm thick R CC parapet at 1200 mm c/ c ( all fittings shall be factory made and hot dipped galvanized) complete fixed in position to the satisfaction of the site Engineer/ Arch itects. Kg. 4325.00 81.70 353352.50

Page 14 of 17

SI. No Description l,ln it Quantity Ra te Amount

106 RAILING R-1 A !Providing and fixing M S railin g 450 mm high made of 50 mm dia ms pipe hand rail and one nos 25 mm dia MS pipe supported on vertical member 60mmx10mm th ick M S Fla t @1200 mm C/ C on oval sha pe M S base p la te 12 mm thick ou t of 125mm x 100 mm with 12 mm dia dash fastners on top of 450 mm high & 100 mm thick R CC parapet at 1200 mm c/c ( all fi ttings shall be factory made and ho t dipped galvanized) complete fixed in position to the sa tisfac tion of the site Engineer / Architec ts. Kg. 2620.00 74.58 195399.60

107 RAILING R-2 Provid ing and fixing M S railing 300 mm high made of 50 mm dia ms pipe hand rail and one nos 25 mm dia MS pipe supported on vertical member 60mmx10mm thick M S Flat @lOOO mm C/C on oval shape M S base p late 12 mm thick ou t o f 125mm x 100 mm with 12 mm dia dash fastners on top of 700 mm high & 150 mm thick R CC parape t at 1000 mm c/c ( nil fittings sha ll be fac to ry made a nd hot dipped galvanized) complete fixed in position to the satisfaction of the site Engineer/ Architects. Kg. 2260.00 72.20 163172.00

108 RAILING R-2A Providing and fixing MS railing 250 mm h igh made of 50 mm dia ms pipe hand rail on ve rtical member 60mmx10nun thick M S Flat @1000 mm C/ C on oval sha pe M S base plate 12 mm thick out of 125mm x 100 mm with 12 mm dia d ash fas tners on top of 750 mm high & 150 mm th ick R CC parapet a t 1000 mm c/ c ( all fittings shall be factory made and hot dipped galvanized) complete fixed in position to the satis faction of the site Engineer/ Architects. Kg. 2605.00 71.73 186856.65

109 RAILING R-3

Provid ing and fixing M.S. railing 1000111111 h igh made of 50mm dia M.S. pipe hand rail on 30mmX50mmX3mm thick M.S. curved piece w elded on 25mmX25mm square M.S. bar fixed on 100mm0 X8mm thick M.S. base plate at 1200mm c/c w ith 12mm dia. Dash fas tners (all fit tin gs shall be factory made and ho t d ipped galvanized) comple te fixed in position to the satisfaction of the Site Engineer/ Architect. Kg. 2730.00 81.70 2230H.OO

110 RAILING R-4 Provid ing and fixing M S railing 850 mm high mad e of 50 mm dia ms pipe hand rail on 40 mm x 16 mm MS Pla te a nd 2 nos 25 mm dia M S pipe welded on 40 m m dia M S S tanchion on centre line of each tread on 100x150x10mm thick MS base p la te 12 mm dia d ash fas tners on 150 mm high & 100 mm thick R CC parapet wall( all fittings shall be factory made and ho t dipped galvanized) complete fixed in position to the satisfaction of the site Engineer/ Architects. Kg. 2060.00 81.70 168302.00

111 RAILING R-5 Providing and 'fix ing M S railing 900 mm high mad e of 50 mm d ia ms pipe hand rail on 50 mm x 16 mm MS Pla te welded on 50 mm dia M S Stanch ion on alterna te h·ead and 600 mm c/c fixed on 125 x150x12mm thick M S base pla te with 12 mm dia dash fastners ( all fittings shall be factory made and ho t dipp ed galvanized) comple te fixed in position to the satisfaction of the site Enrrineer I Architects. Kg. 2750.00 74.58 205095.00

112 RAILING R-6 Providing and fixing M S ra iling mad e of 50 mm d ia M S pipe hand rail and 3 nos 15 mm d ia ms bars welded on 30 mm dia M S pipe balus ters on each tread fix.ed on 150x100x12 mm thick ms plate with 12 mm dia dash fastners ( a ll fittings shall be factory made and hot dipped galvanized) com ple te fixed in position to the satisfaction of the s ite Engineer/ Architec ts. Kg. 2260.00 72.20 163172.00

113 RAILING R-7

Page 15 of 17

SI. No Description Unit Quantity Rate Amount Providing and fixing M S railing 370 mm high made of 50 mm dia ms pipe hand rail on 50 mm x 10 mm thick support made to shape on 100 mm dia x8mm thick ms base plate a t 1200 mm c/c wi th 12 mm dia dash fastners on 750 nun high R C C parape t wall( all fittings shall be factory made and hot dipped galvanized) complete fixed in position to •hn c::, tisfactinn of the site - · - '·- --- I Architect~ Kg. 2125.00 71.25 151406.25

114 Grassing (Supply & Planting) in Play Field Area with Bermuda 419 Grass springs including fine dressing of ground dump maure, mixing earth & sludge or manure in proporation specified by curator. Uprooting foreign material & disposal of foreign mate rial/vegetation, watering till the grass forms a thick lawn/ carpet free from weeds & fi t for palying including specified soil if needed (Good earth shall be paid separetely) as per instructions of Engineer lncharge.

Sqm 9299.83 237.50 2208709.63 115 Grassing (Supply & Planting) in Pitch Area with Bermuda Tiff Way

Grnss springs including fine dressing of ground dump maure, mixing earth & sludge o r manure in proporation specified by curator. Uprooting foreign material during maintenance & disposal of foreign material/vegetation, watering and maintenance of ti for three months or more till the grass forms a thick lawn/ carpet free from weeds & fit" for palying including specified soil if needed (Good earth shall be paid separelely) as per instructions of Engineer Incharge.

Sqm 464.52 237.50 110322.31 116 Providing and fixing machine molded aluminum covering of

approved pattern & design, made out of machine cut Aluminum Sheet and mad, ine holed for receiving screws, over expansion joints o verticals surface / ceiling with fl threaded, cadmium pla ted steel screws 4mm d ia stem. 30mm long and aluminum washers 2mm thick, 15mm dia a t a staggered pitch of 200mm centre to centre incl. drilling hoes in the receiving surface and providing expandable plastic sleeves in holes e tc. complete. Anodized aluminum sheet 2.5mm thick (anodized transparent or dyed to required shade according to 15:1869, minimum ru,odic coating of grade AC 15).

Kg 659.03 351.50 231647.29 117 Providing and fixing 12mm dia (HIL TI) Anchor Bolts for MS hand

railing work including drilling holes, fixing reparing & finishing e tc. complete as per direction of Engineer lncharge. Nos 2621.00 186.20 488030.20

118 Providing RCC Core drilling by Diamond cu tter machine. Nos 10.00 1764.15 176-ll.50 119 Providing and injecting Chemical Grouting at Truss base including

all materials, labour cost etc complete. Each 54.50 998.45 54415.53 120 Providing & Fixing Glass Strips 40mm X 4mm for IPS flooring - for

lOmts length Mts 1828.60 19.00 34743.40 121 Providing and fixing 20mm dia Chemical Anchor Bolts including

conveyance material, labour etc.complete as per direction of Engineer Jncharl!e. Nos 241.50 1159.00 279898.50

EXTERNAL AREA DEVELOPMENT WORKS AREA LEVELING

122 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 min widili as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kind od soil Cum 14622.51 83.60 12224..Jl.79

123 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 uoto 1.5 m. Cum 23952.87 57.00 1365313.83

124 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coc1rse sand : 6 graded stone aggregate 20 mm nominal size) Cum 88.13 4592.59 4047..J-1.96

Page 16 of 17

SI. No Description Un it Quantity Rate Amotmt

SEATING ARRANGEMENT 125 Providing and fixing of Floor Mounted Stad ium chair with aims

having injection moulded polypropylene Vinayl fabric upholstered seat, back with auto tip up seat. Armrest with injection polyprnpylene. Chair of size 595mmx670mmx865mm complete all respect. Godrej make (INTERACT) Or Equivalent approved by competent authority.

Each 1000.00 11500.00 11500000.00

126 Providing and fixing of Floor Mounted Stadium chair with arms having PU foam moulded seat & back with auto tip up seat. Armrest with PU foam, under structure MS powder coated. Chair of size 600mmx540mmx890mm complete all respect. Godrej make (JUPITER 23421X) Or Equivalent approved by competent authority.

Each 11000.00 9500.00 104500000.00

127 Providing and fixing of Floor (Riser) Mounted Stadium seats HOPE Hot blow moulding UV resistance in appropriate colour Chair of size 420mmx450mmx3 I Omm. With back fram of Aluminium Alloy complete all respect. Godrej make (JN-Z055) Or Equivalent approved by competent authority. Each 28000.00 5230.00 146440000.00

Total (A) 1421710023.50

. '

Page17of17

Proposed International Cricket Stadium at Saif ai, Etawah Public Health Engineering Work & Extra Item

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.)

Internal Plumbing Works ( Main Pavilion) 1 Providing a nd fixing Stainless S teel A ISi 304 (18/8) kitchen sink as per IS

13983 with C.I . brackets a nd s ta inless steel plug 40 mm including painting of fittings and brackets, cu tting and making good the walls wherever required :

1.1 Kitchen Sink w ith di·ain board Size 510x1040 mm bowl deoth 200mm. Each 6.00 5667.84 34007.04 2 Providing a nd fixing Chlo rinated Polyviny l C hloride (CPVC) pipes, having

thermal stability for ho t & cold water supply including a ll CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing o f pipes & fittings with one s tep CPVC solvent cement and testing of joints complete as per d irection of Engineer in Chante. Internal work - Exposed on wall

2.1 15 mm nominal o u ter dia .Pipes. Meter 10.00 155.33 1553.30 2.2 20 mm nomina l ou ter d ia .Pioes. Meter 150.00 181.02 27153.00 2.3 25 mm nomina l ou ter dia .Pioes. Meter 300.00 219.74 65922.00 2.4 32 mm nominal o u ter d ia .Pipes. Meter 175.00 281.81 49327.25 2.5 40 mm nominal o u ter dia .Pipes. Meter 200.00 387.51 77502.00 2.6 50 mm nominal ou ter dia .Pipes. Me ter 250.00 552.47 138117.50

3 Provid ing and fix ing Chlorina ted Po lyvinyl Chlorid e (CPVC) pipes, having thermal stability for ho t & cold water supply including all CPVC plain & brass threaded fittings i/ c fix ing U1e p ipe with clamps a t l.00 m spacing. This includes jointing of pipes & fi ttings with one step CPVC solvent cement and the cost of cutting chases and making good the same including tes ting o f joints comp lete as per direction of Engineer in Charge.

Concealed work including cutting chases and making good the walls etc.

3.1 15 mm nominal o uter d ia .Pipes. Me ter 490.00 256.50 125685.00

3.2 20 mm nominal outer dia .Pipes. Me ter 1000.00 281.58 281580.00

3.2 25 mm nominal o uter dia .Pipes. Me ter 400.00 333.74 133496.00

3.3 32 mm nominal outer dia .Pioes. Meter 750.00 401 .28 300960.00

4 Providing and fixing soil, was te and vent oioes. 100mm d ia Centrifugally cast (spw1) iron socketed p ipe as per IS: 3989. Me tre 2050.00 871 .86 1787311.00

5 Providing and fixing pla in bend of required degree 100mm d ia Sand cas t iron S&S as per IS:3989 Each 260:00 318.9b 82929.60

6 Providing and fixinl!: heel rest sanitarv bend. 100mm dia Sand cast iron S&S as oer IS:3989 Each 100.00 352.78 35278.00

7 Providing and fixing single equal plain junction of required degree with acess door insertion rubber washer 3mm thick bolts and nu ts com nle te. 100x100x100mm dia Sand cast iron S&S as ocr IS:3989 Each 40.00 592.61 2370-1.40

8 Providing and fixing single eq ual plain junction o f required degree.

100x100x100mm d ia Sand cast iron S&S as per IS:3989 Each 400.00 547.39 218956.00

9 Providing and fixing term inal guard . 100mm dia Sand cast iron S&S as oer IS:3989 Each 10.oc 412.78 4127.80

10 Providmg and fix ing coller 100mm dia Sand cast iro n S&S as per IS:3989 Each 760.00 302.-13 229846.80

11 Providing lead cau lked joints to sand cast iron / centrifugally cast (spun) iron pipes and fittings of diame ter. a) 100 mm Each 426.00 231.56 9864e!.56

12 Providin'g and fixing M.S stays and clamps for sand cast Iron / centrifugally cast (spun) iron pipes of d iame ter: a) 100 mm Each 10.00 65.17 651.70

13 Providing and fixing sand cas t iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or witho ut ven t arm complete, including cost of cutti111! and makinl!: 1?:ood the walls and floors. a) 100mm inlet and 100 mm ou tlet sand cast iron S&S as oer IS:3989 Ead1 200.00 933.12 18668-1 .00

14 Painting of cast iron/ centri fugally cast iron (spun) iron soil, was te, vent pipes and fi ttings with paint of a ny colo ur such as chocola te, grey or buff etc. over a coat of orimer (of aoorovcd oualitv) for new w ork. a) 100 mm d iam eter p ipe Meter 500.00 36.72 18360.00

Page 1 of 18

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.) 15 Providing and fixing square-mou th S.W. gully trap classSP-1 complete with

C.J. grating brick masonry chamber with water tight C.l. cover wi th 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 ko as ner standard desi1m: With common burnt clay·F.P.S. (non modular) bricks of class designation 7.5 Each 5.00 1492.69 7463.45

16 Providi°ng, laying and jointing glazed stoneware pipes class SP-1 wi th stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. comolete :

16.1 100 mm diameter Meter 20.00 196.22 3924.40 17 Providing and laying cement concrete 1:5:10 (1 ce111ent: 5 coarse sand : 10

graded stone aggregate 40 mm nominal size) a ll-round S.W. pipes including bed concrete as per standard design: 100 mm diameter S.W. pipe Meter 40.00 562.97 2251 8.80

18 Providing and fixing G.l. pipes complete with G.l. fittings and clamps, ijc cutting and making good the walls etc.(External Work)

18.1 25 mm d ia. nommal bore Meter 10.00 244.44 244-1.40 18.2 32 mm d ia. nominal bore Meter 40.00 267.00 10680.00 18.3 40 mm d ia. nominal bore Meter 80.00 317.44 25395.20 18.4 50.mm d ia. non1inal bore Meter 80.00 379.53 30362.40 18.5 65 nun dia. nominal bore Meter 220.00 498.04 109568.80 19 Painting G. I. pipes and fi ttings with synthetic enamel white paint with two

coats over a ready mixed priming coat, both of approved quality for new work

19.1 25 mm dia. nominal bore Meter 10.00 8.31 83.10 19.2 32 mm d ia. nominal bore Meter 40.00 9.88 395.20 19.3 40 mm dia. nominal bore Meter 80.00 11.26 900.80 1°9.4 50 mri1 dia. nomii1al bo/e Meter 80.00 13.44 1075.20 19.5 65 mm dia. nominal bore Meter 220.00 16.58 36-li'.60 20 Providing and placing on terrace (at all floor levels) polyethylene water

storage tank, ISi : 12701 mclrked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow IPioes but without fittings and the base suooort for tank. per litre 25000.00 6.89 172250.00

21 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 lih·e low level white vitreous china flushing cistern & C.P. flush bend with fittings & C l.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: W.C. pan with ISi marked white solid plastic seat and lid Each 193.00 4545.37 877256.41

22 Providing and fixing water closet squatting pan (Indian type W.C. pan ) wi th 100 mm sand cast Iron P or S trap, 10 iih·e low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) confo1n1ing to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1 .1 White Vitreous china Orissa pattern W.C. pan of size 580x440 nun with intertral tvoe foot rests White Vitieou·s china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. Each 40.00 3223.16 128926.40

23 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32' mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cu tting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630x450 mm with apair of 15 mm C.P. brass pillar taps

23.1 Track Inset wash basin. Ead1 119.00 2214.59 263536.21 24 Providing and fixing white vitreous china flat back or wall corner type

lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with au tomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.l clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin wi th 5 litre white P.V.C. automatic flushing cistern. Each 104.00 3159.80 328619.20

Page 2 of 18

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.) 25 Fixing water meter and stop cock/Gate valve Gun Mete! in G.I. pipe line

including cutting and threading the pipe and making long screws etc. complete. (IS! Mark)

25.1 20 mm nominal bore Each 50.00 327.61 16380.50 25.2 25 11m1 nominal bore Each 40.00 407.41 16296.40 25.3 32 mm nominal bore Each 90.00 476.43 42878.70 25.4 40 mm nom inal bore Each 12.0( 555.28 6663.36 25.5 65 mm nominal bore Each 4.00 1223.36 4893.44 26 Providing a nd fixing G.l. pipes complete with G.I. fittings and clamps, i/c

cutting and making good the waJJs etc.( for inside toilet) 26.1 32 mm dia. nominal bore Meter 300.00 326.04 97812.00 26.2 40 mm dia. n ominal bore Meter 340.00 404.37 137485.80 27 Cutting holes in RCC beam/ Slab by diamond cutting technique.(Nothing

extra payable for electrical a nd water supply required for the cutting operations)

27.1 102mm dia Hole in 125nun thick slab Each 800.00 142.50 114000.00 27.2 152mm dia Hole in 125mm thick slab Each 1200.00 190.00 228000.00 28 Providing and fixing PTMT soap Dish Holder having length of 138mm,

breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Each 12.00 156.70 1880.40

29 Providing and fixing brass bib cock of approved qua lity 15 mm nominal bore Each 232.00 247.57 57436.24

30 Providing and fixing C.P. brass angle valve for basin mixer and geyser !points of approved quality conforminit to IS:8931 a) 15 mm nominal bore 15mm nominal bore Each 251.00 482.32 121062.32

31 Providing and fixing toilet paper holder C.P. Brass Each 113.00 395.11 44647.43

32 Providing and fixing PTMT liquid soap container 109 nu11 wide, 125 mm high and 112 mm distance from wall of s tandard shape with bracket ofthe same materials with snap fittings of approved quality and colour, weighing not less than 105 grns. Each 61.00 217.41 13262.01

33 Providing and fix ing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved qudlity and colour.450 111111 long towel rail with total length of 495 mm, 78 mm wide and effective heigh t of 88 mm, weighing not Jess than 170 lgms Each 12.00 461.18 5534.16

34 Providing and fixing C.P. brass shower rose with 15 or 20 mm inle t. Each 12.00 68.45 821.40 35 Providing and fixing PTMT urinal cock of approved quality and colour. 15

mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female th reads weighing not less than 48 gms Each 104.00 148.25 15418.00

36 P and F support grab bar to tal system for WC and Wash basen for Handicapped toilets made of 32.mm dia Polymide nylon, with smooth, non-porous smface res istant to bacteria and dust, with round closed forms (no sharp edges) and conclealed fas tings; complete in all respects construction reinforced with aluminium and Zinc galvaulsed compon ents - MERINO BESCO (GRAB-BAR) or Eouivalent. Sets 4.00 19142.50 76570.00

MISC. WORKS

37 STEAM UNIT Room Size : 10'0" x 7' Supply and erectionof Electronic Steam Generator 16 Kw (Steam Wave Make) complete in a ll respect upto the entire satisfaction of Engineer-in Charge as per specification of below for commercial use. 1. Steam unit is made up of 12 KW heater 2. Auto Water level controller 3. Dry run protection 4. Safety valve 5. Temperature cut off system 6. Digital Temperature displaywith cut off system &One hour timer Steam wave or Equivalent. Each 2.00 161975.00 323950.00

Page 3 of 18

SI. No Description Unit Quantity Rate (Rs.) Amount· (Rs.) SAUNA ROOM Room Size-10'0"x7'0"x8'0" Fabrications of sauna room complete in all respect upto the entire satisfaction of Engineer-in-Charge as per specification of below for commercial use. 1. Insulating the room with 2" thick glass wool padding. 2. Framing of the wall with 19mm board 3. Paneling of the wall is done by seasoned pine wood with 4112'' p lanks which are held together with tongue and groove joints. 4. Flooring and benches is done by 2" plank. 5. All the walls, ceiling, flooring, benches, neck res ts, will be made of pine wood panels.

6. Door is made up of pine wood with toughened glass size 4' x 10" Steam wave o r Equivalent. Cubic

Feet 1120.00 855.00 957600.00 SAUNA HEATER Supply and erection of Electronic Sc1una H eater 12 Kw (Sauna Wave Make) complete in all respect upto the entire satisfaction of Engineer-in Charge as per specificrltion of below for commercial use. 1. Floor Mounted unit 2. 12 KW. Sauna unit is made up of stainless steel 3. External box with Digital Temperature d isplay with cu t off system & One hour timer Steam wave o r Equivalen t.

Eah 2.00 78375.00 156750.00 SAUNA ACCESSORlES Providing and fixing of Sauna Accessories complete in all respect upto the entire satisfaction of Engineer-in-Charge as per specification of below for commercial use. Sand Timer, Water Bucket, Ladle, Heater Guard, Cloth Hook, Headrest1

Light Cover made of pinewood, Thermometer & Hygrome ter. S team wave or Equivalent. Set 2.00 31350.00 62700.00 BOILER Supply and erection of Boiler with 750 Ltrs. capacities complete in all respect upto the entire sa tisfaction of Engineer-in 01arge as per specification of below for conu11ercial use. 1. Inner !'Ind Outer body of Boilder Plant made up of S.S. 304 sheet with puff insulation. 2. 18 Kw Heaters 3. Steam unit is made up of 18KW heater 4. Auto Water level controller 5. Dry run protection 6. Safety valve 7. Tempera ture cut off syste m 8. Pressure Pump 1 H P(SS Combiler) Steam wave or Equivalent. Each 2.00 339625.00 679250.00

38 Providing and fixing G.I. cha in link fabric fencing of required width in mesh size 50x50 mm including s trengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G. l. wire of dia. 4 mm, PVC coated to achieve outer d ia not less than 5 mm in required colour and shade Sqm 2500.00 548.63 1371575.00

Internal Plumbing Works ( General Stands 39 Providing and fixing Chlorinated Polyvinyl Chloride (CPV pipes, having

thermal stabili ty for ho t & cold water supply including all CPVC plain & brass threaded fittings i/ c fixing the pipe with clamps a t 1.00 m spacing. This includes jointing of pipes & fittings with one s tep 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 cu tting chases and making good the walls etc. 39.1 15 mm nominal outer dia .Pipes. Meter 380.00 256.50 97470.00 39.2 20 mm nominal outer dia .Pipes. Meter 1200.00 281.58 337896.00

Page 4 of 18

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.)

39.2 25 mm nominal outer dia .Pioes. Me'ter 1000.00 333.74 333740.00

39.3 32 n1m nominal outer dia .Pioes. Meter 260.00 401.28 104332.80

40 Providing and fixing soil, waste and vent pipes. 100111111 dia Centrifugally cast (spun) iron socketed pipe as per IS: 3989. Metre 2100.00 871.86 1830906.00

41 Providing.a nd fixing olairi' be11d of reauired de!!ree 100mm dia Sand cast iron S&:5 as per JS:3989 Each 400.00 318.96 127584.00

42 Providing and fixing heel rest sanitary bend. 100mm dia Sand cas t iron S&S as oer IS:3989 Each 20.00 352.78' 7055.60

43 Providing and. fixin'g single equal plain junction of required degree with acess door, insertion rubber washer 3mm thick, bolts and nuts complete.

100x100x100mm dia Sand cast iron S&S as per IS:3989 Each 400.00 592.61 237044.00

44 Providing and fixing single equal plain junction of required degree. 100x100x100mm dia Sand cast iron S&S as oer IS:3989 Each 90.00 547.39 . 49265.10

45 Providing and fixing terminal guard. 100mm dia Sand cast iron S&S as oer 15:3989 Each 20.00 412.78 8255.60

46 Providing and fixing coll er 100mm dia Sand cast iron S&S as oer 15:3989 Each 300.00 302.43 90729.00

47 Providing lead caulked joints to sand cast iron / centrifugally cast (spun) iron pipes and fittings of diameter. a) 100 mm Each 280.00 231.56 64836.80 b)75 mm Each 120.00 195.04 2340-1.80

48 Providing and fixing M.S stays and clamps for sand cast Iron / centrifugally cast (spun) iron pipes of diameter: a) 100 mm Each 20.00 65.17 1303.40

49 Providing and fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating wi th or with out vent arm complete, including cost of cutting and making good th e walls and floors. a) l OOmm inlet and 100 mm outlet sand cast iron S&S as per 15:3989 Each 60.00 933.42 56005.20

50 Painting sand cast iron/centrifugally cast iron (spun) iron soil, waste, vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approved aualitv) for new work. a) 100 mm diameter pipe Meter 500.00 36.72 18360.00

51 Providing and fixin g square-mouU1 S. W. gully trap class SP-1 complete with C.J. grating brick masonry chamber wiU1 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: With common burnt clay F.P.S. (non modular) bricks of class designation Each 20.00 1492.69 29853.80

52 Providing, laying and jointing glazed stoneware pipes class SP-1 wilh stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of join ts etc. complete:

52.1 100 mm diameter Meter 80.00 196.22 15697.60

53 Providing and laying. cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nom inal size) all-round S.W. pipes including bed concre te as oer standard desi1m: 100 mm diameter S.W. pipe Meter 80.00 562.97 45037.60

54 Providing and fixing G.l. pipes complete with G.I. fittjngs and clamps, i/ c cu ttini> and makinP- o-ood the walls etc.fExtem al Work)

54.1 25 mm dia. nominal bore Meter 60.00 244.44 14666.40

54.2 32 mm dia. nominal bore Meter 250.00 267.00 66750.00

54.3 40 mm <lia . nomina l bore Meter 340.00 317.44 107929.60

54.4 50 mm dia. nominal bore Meter 340.00 379.53 129040.20

54.5 65 mm .dia. nominal bore Meter 750.00 498.04 373530.00 ·s5 Painting G.J. pipes and fittings with synthetic enamel white paint with two

coats over a ready mixed priming coa t, both of approved quality for new work

55.1 25 mm dia. nominal bore Meter 60.00 8.31 498.60

55.2 32 mm dia. nominal bore Meter 250.00 9.88 2470.00

55.3 40 mm dia. nominal bore Meter 340.00 11.26 3828.40

55.4 50 mm dia. nominal bore Meter 340.00 13.-!4 4569.60

55.5 65 mm dia . nominal bore Meter 750.00 16.58 12435.00

Page 5 of 18

SI. No Description Unit Quantity Rate (Rs.) Amount· (Rs.) ..

56 Providing and fixing PTMT liquid soap container 109 mm wide, high and 112 nm1 distance from wall of standard shape with bracket of 125 mm the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Meter 40.00 217.41 8696.40

57 Providing and fixing PTMT bib cock of approved quality and colour. 57.1 15mm nominal bore, 86 mm long, weighing not less than 88gms Meter 120.00 148.25 17790.00 58 Providing and fixing PTMT push cock of approved quality and colour.

58.1 15 mm nominal bore, 98 mm long, weighing not less than 75gms Meter 120.00 144.92 17390.40

External Sewerage Works 59 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 eacl1 deposited layer by ramming, watering, etc. and disoosinl! of surolus excavated soil as directed wiU1in a lead of 50 m: All Kind of Soil

59.1 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Meter 1600.00 197.89 316624.00 60 Extra for excavating trenches for pipes, cables e tc. in all kinds of soil for

depth exceeding 1.5 111, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

60.1 Pipes, cables etc. exceeding 80 mm d ia. but not exceeding 300 mm dia. Meter 200.00 268.85 53770.00 61 Earth work in excavation by mechanical means (Hydraulic excavator) I

manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All Kind of Soil Cum 360.00 147.82 5321 5.20

62 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All Kind of Soil Cum 144.00 43.94 6327.36

63 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 c1nd watering, lead up to 50 m and lift upto 1.5 m. Cum 108.00 106.78 11532.24

64 12 mm cement plaster finished with c1 floating coat of neat cement of mix : 64.1 1 :4 (1 cement: 4 fine sand) Sqm 1800.00 193.09 347562.00 65 15 mm cement plaster on tl1e rough side of single or half brick wall of mix.

65.1 i:4 (1 cement: 4 fine sand) Sqm 2250.00 164.16 369360.00 66 Extra for plastering on circular work not exceeding 6 m in radius:

66.1 In one coat Sqm 1350.00 17.86 24111.00 67 Providing & Laying non-pressure NP2 class(light duty) RCC pipes single

socket with rubber ring instead of collars jointed with stiff mixture of cement mortar in U1e proportion of 1 : 2 ( 1 cement : 2 fine sand ) including testing of ioints etc. complete

(a) 250 mm diameter Metre 650.0C 445.17 289360.50 (b) 300 mm diameter Metre 550.00 481.03 264566.50 (c) 450 mm diameter Metre 650.00 670.61 435896.50 (d) 500 mm diameter Metre 550.00 887.40 488070.00 68 Constructing brick masonry manhole witl1 bricks in cement mortar 1:4 (1

cement : 4 coarse sand), R.C.C. top slab with 1 : 2 : 4 mix (lcement : 2 coarse sand: 4 graded stone aggrega te 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

nominal size), inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished wi th floating coat of neat cement and ma.king channels in cement concrete 1 : 2 : 4 (lcement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement comolete as oer standard desi,m :

(a) Inside size 90 x 80cm and 45 cm deep including C.l. 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 23kg and weight of frame 15 kg)

With F.P.S. bricks with class designation 75 Each 12.00 8081.65 96979.80 69 Extra for depth for manholes

Size 90 X 80 cm

Page6of18

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.) With F.P.S. bricks Class designation 75 Metre 4.00 5356.29 21425.16

70 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement motar 1:4 (1 cement :4 coarse sand), in side cement plas ter 12 nun tl1ick witl1 cement motar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand sand :6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coa t of neat cement all complete as per standard design: 0.91 m deep with S.F.R.C cover and frame (heavy duty, EHD-35 grade designation) 560 nun internal diameter comforming to 1.5 12592, total weight of cover and frame to be not less than specified in IS code., fixed in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal sixe) inducing centering shuttering all complete. (Excavation, foot rests and 12mm tl1ick cement plaster at the external surface shall be loaid for separa tely): With F.P.S. bricks Class designation 75 Each 50.00 10733.15 536657.50

71 Extra for depth for circular type manhole 0.91m internal dia (at bottom with beyond 0.91m to 1.67m With F.P.S. bricks Class designation 75 Metre 12.00 4600.47 55205.64

72 Constructing brick masonry circular type manhole 1.22m internal dia at bottom and 0.56m dia a t top in cement motar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement motar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand sand :6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 ( lcement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard desi1m: 1.68 111 deep witl1 S.F.R.C cover and frame (heavy duty, EHD-35 grade designa tion) 560 mm internal diameter comforming to 1.5 12592, total weight of cover and frame to be not less than specified in IS codes, fixed in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal sixe) inducing centering shuttering all complete. ( Excavation , foot rests and 12mm thick cement plasler at the external surface shall be

I Paid for separately): Witl1 F.P.S. bricks Class designa tion 75 Each 40.00 16950.80 678032.00

73 Extra for dep th for circular type manhole 1.22m internal dia (at bottom with bevond l.68111 to 2.29111 Metre 10.00 5957.17 59571.70

External Water Supply System(Domestic & Irrigation) 74 Constructing masonry Chamber 60x60x75 CD1, inside with 75 class

designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C l. surface box 350x350 mm. top and 165 nun deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cemenl : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neal cement complete as per standard design : With F.P.S. bricks Each 10.00 6110.12 61101.20

75 Constructing masonary chamber 90 cm X 90 cm X 100 cm inside with 75 class designation brick work in cement mortar 1: 4 ( 1 cement : 4 coarse sand ) for sluice valve wi th C. I. Surface Box lOOmm top diameter, 160mm botlom d iameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix(1 cement:2 coarse saml:4 graded stone aggregate 20mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design.

Witl1F.P.S. bricks Each 12.00 11088.73 133064.76

Page 7 of 18

SI. No Description t,J nit Quantity Rate (Rs.) Amount· (Rs.)

76 Providing and fixing MDPE blue pipe' to 150 4427 PE 80 grade, electro fusion welded, having thermal stability for hot & cold water supply including all electro-fusuion fittings viz. elbow, tee, reducing tee, MT A, FT A, reducers i/ c trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work DN25, PN12.5 Meter 200.00 95.00 19000.00

DN32, PN12.5 Meter 100.00 142.50 14250.00

DN40, PN12.5 Meter 110.00 213.75 23512.50

DN63; PN6 Meter 700.00 332.50 232750.00

DN90, PN6 Meter 200.00 427.50' 85500.00

DN110, PN6 Meter 800.00 570.00 456000.00

DN160, PN6 Meter 120.00 950.00 114000.00

77 Providing and fixing gun metal ball valve with CP lever arm handle of aooroved quality (screwed end) : 20mm nominal bore Each 1.00 536.75 536.75

25mm nominal bore Each 3.00 668.80 2006.40

32mm nominal bore Each 3.00 1111.50 333-1.50

40mm nominal bore Each 23.00 1680.55 38652.65

50mm nominal bore Each 5.00 7090]0 35454.00

80mm nominal bore Each 5.00 9952.20 49761.00

78 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick w ork in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.J. surface box 350x350 mm. top and 165 mm deep ( inside) wi th chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation founda tion concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering w ith cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement comolete as oer standard desi,m: With F.P.S. bricks Each 8.00 6110.12 48880.96

79 Constructing masonary chamber 90 cm X 90 cm X 100 cm inside with 75 class designation brick work in cement mortar 1: 4 ( 1 cement : 4 coarse sand ) for sluice valve with C. I. Surface Box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand :10 graded stone aggregate 40mm nominal size) and inside plastering with cement morta r 1:3(1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design.

With F.P.S. bricks Ead1 10.00 11088.73 110887.30

80 Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Garden hydrant valve, wi th C. I. surface box 100x100 x75 nun (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concre te 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12nun thick finished with a floating coat of neat cement complete as per standard design: With F.P.S. bricks Each 31.00 1099.86 34095.66

81 Providing and fixing G.I. pipes complete with G. l. fittings including, trend1ing and refilling etc. external works

a. 25mm dia nominal bore metre 62.00 244.44 15155.28

82 Painting G.l. pipes and fittings with two coats of anti-corrosive bitumastic !paint of approved quality:

a. 2511101 nominc1l bore metre 62.00 8.31 515.22

83 Providing and filling sand of grading zone V or coarser grade all-round the G.I. pipes in external work.

a. 25mm nominal bore metre 62.00 65.60 4067.20

Page 8 of 18

SI. No Description T,.lnit Quantity Rate (Rs.) Amount- (Rs.)

84 Providing and fixing MDPE blue pipe to ISO 4427 r ·E 80 grade, electro fusion welded, having thermal stability for hot & cold water supply including all electro-fusuion fittings viz. elbow, tee, reducing tee, MTA, FTA, reducers i/c trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work DN25, PN12.5 Meter 600.00 95.00 57000.00 DN32, PN12.5 Meter 300.00 142.50 42750.00 DN40, P

0

N12.5 Meter 110.00 213.75 23512.50 DN63, PN6 Meter 700.00 332.50 232750.00 o ·N90,PN6 Meter 800.00 421.50 342000.00 DN110, PN6 Meter 400.00 570.00 228000.00 DN160, PN6 Meter 20.00 950.00 19000.00

85 Providing and fixing gun metal ball valve with CP lever arm handle of aooroved qualitv (screwed end) : 20mm nominal bore Each 1.00 536.75 536.75 25mm nominal bore Each 3.00 668.80 2006.40 32mm nominal bore Each 3.00 1111.50 333-1.50 40mm nominal bore Each 10.00 1680.55 16805.50 50mm nomfoal bore Each 5.00 7090.80 3545-1:00 Bbmm nominal bore Each 5.00 9952.20 49761.00

86 Supply & installation of Pop-ups gear driven Rotors Sprinkler discharge Each 20.00 50.7 to 122.3 lpm, radius 17.1 mtr to 21.6 mtr adjustable arc with check valve

1900.00 38000.00 87 Supply & installation of Pop-ups gear driven Rotors Sprinkler discharge 7.7 Each 30.00

lo 15.5 lpm, radius 10 mtr to 12.2 mtr adjustable arc with check valve 950.00 28500.00 88 Supply & installation of Pop-ups gear drive n Rotors Sprinkler discharge Each 40.00

10.9 to 24.5 lom radius 4.5 mtr to 11.2 mtr adiustable arc with check valve 950.00 38000.00 89 Supply & installation of SRS Spray Pop-ups discharge 4.81 lpm, radius 2.4 Each 50.00

mh· adjustable arc (25 to 360 degree) with SRS body 475.00 23750.00

90 Supply & installation of PS Spray Pop-ups discharge 7.8 lpm, radius 5.2 mtr Each 30.00 adjustable arc (0 to 360 degree) color code - Black 475.00 14250.00

91 Supply & ins tallation of PS Spray Pop-ups d ischarge 12 !pm, radius 5.8 mtr Each 100.00 adjustable a rc (0 to 360 degree) color code- White 475.00 47500.00

92 Supply & installation of 14mm d ia nozzle size large radius gun sprinkler Each 25.00 discharge 280.8lpm, radius 36.8 mtr adjustable arc, trajectory 2-l degree color code- Whi te 4275.00 106875.00

92.1 111 X 30 cm standard Swin11 join t Each 50.00 760.00 38000.00 92.2 3/ 411 X 30 cm standard Swing joint Ead1 30.00 570.00 17100.00

92.3 1/211 X 30 cm standard Swing joint Each 100.00 475.00 47500.00

93 Supply & ins tallation of Jain clean master 80 Cum. / hr 411 Duplex with M.MF(Filter) Each 2.00 47500.00 95000.00

94 Supply & ins tallation of 40 Cum. I hr YF 411 (Screen filter) Each 2.00 19000.00 38000.00

95 Supply & installation of Quick pressure re lief valve 2" Each 2.00 9500.00 19000.00

96 Supply and ins tallation of Butterny Valve 2' complete with nut and bolts(PNl.0). Ead1 6.00 4750.00 28500.00

97 Supply and installation of C.I gate valve 411 non R. Soindle(IS:780). Each 6.00 4750.00 28500.00

98 Supply and installation of C.I non return Valve 5". Each 2.00 3800.00 7600.00

99 Supply and installtion of PVC double air release va lve 211 Each 2.00 1425.00 2850.00

100 Suooly and installation of Quick coupling valve 3/ 4 11 Each 30.00 617.50 18525.00

101 Supply of Quick coupling valve key 3/ 4 11 Each 2.00 237.50 475.00

102 Supply and installation of pump of 20 HP having discharge 11.0 lps at 70 Each 2.00 head 2 Nos.(both working) 71250.00 142500.00

103 Supply and installation of Panel with star delta starter, MCB, Voltmeter, Each 1.00 Ammeter, Single phase preventer, pressure switch etc. Cabliniz etc. 57000.00 57000.00

104 Supply and ins tallation of Suction, d elivery & header pipe GI unit complete Each 1.00 including joining two pumps. 9500.00 9500.00

105 Supply and installation of Non return valve 3" (Gun metal). Each 2.00 7600.00 15200.00

106 Supply and installation of Air release valve 211 Each 2.00 1425.00 2850.00

107 Supply and installation of Water level controller Each 1.00 7125.00 7125.00

108 Supply and installation of Irrigation Controller Each 1.00 47500.00 47500.00

109 ·supply and installation of 1.511, PVC Solenoid valve Each 25.00 4750.00 118750.00

110 Suooly and Installation of Valve Boxes Plastic Green Color Too Cover. Each 25.00 4750.00 118750.00

Page 9 of 18

SI. No Description Unit Quant ity Rate (Rs.) Amoun t- (Rs.)

111 Supply and installation of White Direct Burial Wire (Imported) Meter 6000.00 19.00 114000.00

112 Supply and installa tion of Red Direct Buria l Wire (Imported) Meter 8000.00 19.00 152000.00

113 suppiy and installation of Misc. Items i.e. DBY, DBR, Warning Tape etc. LS 1.00

Required to a utomate the irrigation system. 14250.00 14250.00

Storm Water Drains 114 Ear th work in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm in depth. 1.5m in w id th as well as 10 sqm on plan) includ ing d isposal of excavated earth, lead upto SOm and lift up to 1.Sm; disposed earth to be levelled and neatly dressed. Cum. 600.00 83.60 50160.00

115 Excavating trenches of requu·ed wid th for p ipes, cables, etc including excavation for sockets, and d ressin g of sides, ramming of bottoms, depth upto 1.5 m includin g 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 rammin g, watering, e tc. and disposing of surplus excavated soil as directed, within a lead of SO m : All Kind of Soil

115.1 Pipes, cables etc. exceeding 80 mm d ia. but no t exceeding 300 1mn dia. Meter 300.00 197.89 59367.00

116 Filling available excavated earth (excluding rock) in h·enches, plinth, sides of foundations e tc. in layers not exceeding 20cm in depU,, consolida ting each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 200.00 57.00 11400.00

117 12 mm cemen t p las ter finished with a floatin2 coat of neat cement of mix: 1 :4 (1 cement: 4 fine san d) Sqm 100.00 193.09 19309.00

118 15 mm cement plaster on the rough side of single or ha lf brick wall of mix:

118.1 1 :4 (1 cement: 4 fine sand) Sqm 125.00 164.16 20520.00

119 Extra for plastering on circula r work not exceeding 6 m in rauius: 119.1 !n one coa t Sqm 75.00 17.86 1339.50

120 Providing & Laying non-pressure NP2 class(light duty) RCC pipes s ingle socket with rubber ring instead of collars jointed with s tiff mixture of cement morta r in the proportion of 1 : 2 ( 1 cement : 2 fine sand ) including testing of join ts etc. complete

(a) 600 mm diameter Metre 300.00 1310.48 393144.00

121 Con structing brick masonry circular type manhole 1.22m in ternal d ia at bottom and 0.56m dia at top ln cemen t motar 1:4 (1 cement :4 coarse sand), in side cemen t plaster 12 mm thick with cemen t motar 1:3 (1 cement : 3 coarse sand) finished wi U, a floa ting coat of nea t cement, foundation concrete 1:3:6 mix (1 cement :3 coar se sand sand :6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 ( l cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished w ith a floating coat o f neat cement all comple te as per s tandard design: 1.68 m deep wfrh S.F.R.C cover and frame (heavy duty, EHD-35 grade designation) 560 m m internal d ia me ter comforming to I.S 12592, total weight of cover and fra me to be not less than specified in IS codes, fixed in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal sixe) ind ucing centering shuttering all complete. ( Excavation , foo t rests and 12mm thick cement p las ter at the ex ternal surface shall be

I paid for separately): Wi th F.P.S. b ricks Class designation 75 Each 6.00 16950.80 101704.80

122 Ex h·a for dep th for circular type ma nhole 1.22m internal dia (at bo ttom w ith bevond l.68m to 2.29m Metre 2.00 5957.17 11914.34

123 Providing and laying in position cement concrete of specified grade exclud in l! the cost o f centerin2 and shutte rilw - all work upto plinth leve l.

123.1 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nomina l size) for filling haunches and copping. Cum. 67.00 5192.99 347930.33

123.2 1 :4:8 (1 cement:4 coarse sand: 8 graded s tone aggrega te 40 mm nominal size) for bed concrete. Cum. 120.00 4086.09 490330.80

124 Brick work with bricks of class designation 75 in foundation and plinth in : cement mortar 1:4( lcement:4 coarse sand). Cum. 140.00 4515.78 632209.20

125 12nun cement plaster of mix 1:4(1 cement:4 coarse sand). Sqm. 800.00 163.69 130952.00

Page 10 of 18

SI. No Description 126 Centring and shu ttering including strutting, propping e tc. and removal of

form work for edges of slabs and breaks in floor and walls under 20cm

l)nit Quantity Rate (Rs.) Amount- (Rs.)

wide. Meter 1200.00 110.58 132696.00

Rain Water Harvesting 127 Boring/ drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting samples from different stra ta, preparing and submitting strata chart/bore log, including h ire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer - in-charge, upto 90 metre depth below ground level. 300mm dia. Meter 320.00 386.75 123760.00

128 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labou r charges, fi ttings & accessories e tc. all complete, for all dep ths, as per direction of Engineer -in-charge.

a) 200 mm nominal size dia. Meter 160.00 834.67 133547.20 129 Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

a) 200 mm nominal size dia. Meter 160.00 779.76 124761 .60 130 Supplying, filling, spreading & leveling stone boulders of size range 5 cm

to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete ns per d irection of Engineer-in-charge. cum 70.00 478.94 33525.80

131 Supplying, filling, spreading & leveling gravels of size rnnge 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required U1ickness, for all leads & Lifts, all complete as per direction of Engineer-in-charge. cum 30.00 865.12 25953.60

132 Supplying, fi lling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, a ll complete as per direction of Engineer -in-charge. cum 30.00 809.97 24299.10

133 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Sqm 115.00 938.46 107922.90

134 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part !).

(a) 200mm dia each 8.00 252.50 2020.48 135 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of

required shape and approved quality 19.19.1 L D- 2.5 (a) Circular shape 560 mm internal diameter each 8.00 1435.97 11487.76

Pumps & Water Treatment 136 Raw Water Pu mQ

Providing and fixing vertical, in.line multistage centrifugal pW11ping set wi th stainless steel S S-304 stage casing and SS-304 impellers with stainless steel SS-316L shaft as per !EC standards and GJL250 cast iron suction & discharge casing, connected to TEFC venti lated induction motor of 2 pole, 2900 RPM, suitable for 400/440 Volts, 3 phase, 50 Hz AC. supply wiU1 pressure gauge and wi th gunmetal isola tion cocks, vibration elimination pads etc. complete with base and frame, nu ts and bolts and necessary RCC foundations as per requirement as per insh·uctions and IPW11P shall have following duty: No. of Pumps: 3 (2 Working+ 1 Stand b_y) Capacity : app.400 lpm Head : 25m Set 1.00 380000.00 380000.00

137 Domestic Water Transfer Pum2

Providing, fixing and testing of domestic water transfer pumps as follows:-

Page 11 of 18

SI. No a)

b)

Description Horizontal, inline multistage centrifugal pumping set with stainless steel SS 304 stage casing and SS-304 impellers with stainless steel SS-316L shaft as per IEC s tandards and GJL250 cast iron suction & discharge casing, connected to TEFC ventilated induction motor of 2 pole, 2900rpm, suitable for 400/440 Volts, 3 phase, 50 Hz A.C. supply No. of Pumps: 3 (2 Working +1 Standbv) Control Panel with programmable logic controller (PLC) for cyclic operation of pumps. Pump working sequence should change after every operation.Contractor overload relays and MCBs should confirm to !EC 898 -1995/ specifications. Blinking indica tions for pumps start, trip, low level trip, health supply should be provided in the panel along with the ammeter & voltmeter. Control panel should also consist of cooling fan and variable frequency drive and pressure vessal of 100 litres of FRP.

d) Liquid level controller comrising of level contrller, probes at high level of OH tank to cut-off motorised valve, one probes at mid level of OH tank to cut-in motorised valve including cost of motorised valve.

e) Ball valves to be used should be Hot Pressed brass OT-58 with s tainless steel ball and P.T.F.E seal and 0-Ring. NRVs to be used should be with Sorirn!s and 0-Ring arrangement.

f) Complete set system to be mounted on a common base frame and shall fo llow following duty. Capacity : app. 400 !pm H ead : app. 50 m

138 Pressure Filter (Domestic Water}

Providing and fixing vertical pressure filter with dual media filter (comprising of 600111111 bed depth of graded sand gravel and 600mm bed depth of Anthracite/ Activated Carbon Filter) fabricated from high performance M.S plate of minimum 8mm thick for shell & 10mm thick for dished ends with top and bottom flanged openings including top and bo ttom hub and lateral distribution and collection system complete with initial charge of filter media, face piping, valves, accessories, painting,

testing and commissioning comolete.(Tested to 6 Kg/m2)

• op 2 • Filtration Rate : 15000 lit./ m /h

Unit

Set

Su1rn:ested dia aoo. : 2.00 m Each 139 Water Softener

Providing and fixing 'Cation' ION exchange water softener fabricated from minimum 8nun thick M.S. plate on shell and 10mm thick M.S. plate on dished ends complete with initial charge of filter media and ION exchange resins, face piping accessories, piping testing and commissioning complete with resins of approved quality and make and brine tank of required capacity. (Bidder must indicate type and quantity of resin used and t1uantitv of salt required per regeneration). Minimum expected rate of flow: 48000 Jph Total soft water to be produ'ced be tween two regeneration: app. 400 Cu.m Exoected raw water hardness: aoo. 700-800 oom Exoected treated water hardness: less than 50 oom

Max. working pressure : 4 Kg/en? 140 IRON REMOVAL FILTER

Providing and fixing iron removal filter fabricated from minimum 8mm thick M.S. plate on shell and 10mm thick M.S. plate on dished ends complete with initial charge of filter media and ION exchange resins, face piping accessories, piping testing and commissioning complete with resins of approved quality and make and brine tank of required capacity. (Bidder must indicate type and quantity of resin used and quantity of salt required oer regeneration). Minimum exoected rate of flow: 48000 loh Total soft water to be produced between two regeneration: app. 400 Cu.m Exoected raw water iron: a nn. 0.3-0.5 onm Expected trea ted water 'iron: less than .01 ppm

Max. working pressure : 4 Kg/ cm2

Page 12 of 18

Each

Each

Quantity Rate (Rs.) Amount- (Rs.)

1.00 475000.00 475000.00

1.00 332500.00 332500.00

1.00 332500.00 332500.00

1.00 427500.00 427500.00

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.)

141 Providing and fixing M.S salt saturater, internally rubber lined as per requirement and externally painted with suitable anti-corrosive paint, with all required accessories for holding and supplying salt for softener complete in all respects, with electrically operated stirrer and of capacity 1000 lih·es.

Each 2.00 71250.00 142500.00

142 Providing motor control centres fabricated from 16 gauges M.S. sheet with powder coated finish. The conh·ol panels should be comparable with H.P. of the motor as specified. For domestic water transfer pumps, raw water pump, auto chemical doser sump pump e tc. in plant room.

a) One incominl! main isolation 315 A TPN MCCB. b) Fully taped aluminum bus bar 400 A TPN in a separate bus bar chamber. c) Isolation switch units witl1 MCCB of required ratinl!, for each unit.

ct) Fully automatic DOL s tarter with push button and ON/OFF indicating lights for each unit, for following reouirements: i) Raw water pumo 3 Nos. of 5 HP each (2 working +1 standby) ii) Domestic water transfer pumps 3 Nos. of 10 HP eacl1 (1 working + 1 standby) (Only cormections to Built up Panel)

vi) Auto chemical doser of 2 nos of 1 HP caoacitv 11 workin2 + 1 stand by) ii) Sump pumps 2 Nos. of 2 HP each (1 working + 1 standby) (Only connections to Built up Panel)

e) Rotary switches for Auto/Manual ON/OFF operations for each unit. f) Rotary dutv selector switcl1es. g) Panel type voltmeter 150111111 with rotary selector switch for reading voltage

between phases. h) Panel type ammeter 100mm square. One for each motors with appropriate

range. i) Neon phases indicatin2 lil!hts on the incoming mains. i) Single phase preventor for each motor. k) CT Operated Relay 1) All internal wiring colour coded from incoming mains to various

switchgear, s tarter, meter, indica ting lamp and bus bar. All the cable entry to the panel shall be from the top.

(All for above from ite m (a) to (1) complete set). (The shop drawing to be prepared and approved before fabrication) Set 1.00 237500.00 237500.00

143 Providing and fixing motor pump controller cum water level indicating panel in powder contcd sheet meta l box in 16 gauges M.S including the following:

i) Elech·onic water level controller working on magnetic type sensing probes with necessary length of armored cable up to control panel.

ii) Electronic minimum 4-level indicator with magnetic type sensing probes and necessarv length of armored cable upto control oanel.

iii) Arrangement of alternate switching mechanism for operational and standby pumps.

(A) For Water level ind icators with followin11 details: i) Undereround tanks

Minimum 4 level Multi level indicators with magnetic type sensor probes complete. Each 1.00 14250.00 14250.00

(8) For water level conh·ollers wi th elech·onic sensing probe complete ill all resnect for fo llowin11 functions. i) Raw Water Pumps To cut off at low level in raw water U.G tanks. And cut off at high level in U.G Domestic a nd soft wa ter tank. Set 1.00 14250.00 14250.00

144 Providing and fixing G.l. pipes (l.S. 1239 heavy duty class) complete with all necessary G.I. Fittings including all necessary fittings like bends, elbows, tees etc., either welded or screwed or flanged joints as per requirements, including all anchor blocks, anchor fasteners, couplings in all respects including enamel painting of required shade, cu tting holes a nd chases in RCC wall and making good complete (The cost of flanges will be paid separatelv).

a) 15mm dia Metre 4.00 176.94 707.76

b) 20mm dia Metre 4.00 199.45 797.80

c) 25mm dia Metre 20.00 244.44 4888.80

Page 13 of 18

SL No Description l}nit Quantity Rate (Rs.) Amount- (Rs.)

d 32mm dia Metl'e 2.00 266.99 533.98

e) 40mmdia Metre 40.00 317.44 12697.60 f) 50mm dia Metre 30.00 379.53 11385.90 g) 65mm dia Metre 30.00 498.04 1494.1.20

h 80mm dia Metre 40.00 605.20 24208.00 145 Providing and fixing galvanised steel flanges screwed or welded complete

with 1.5m thick Teflon gaskets, nuts, bolts and washers etc., complete including testing of joints. Th e flanges shall be as per 1.5: 6392-1971 table (6&7)

a 50mm nominal bore Each 2.00 475.00 950.00 b 65mm nominal bore Each 2.00 570.00 1140.00 c 80mm nominal bore Each 6.00 712.50 4275.00 d 100mm nominal bore Each 8.00 950.00 7600.00 e) 150mm nominal bore Each 8.00 1425.00 11400.00

146 Providing and fixing s tandard Blind flanges screwed or welded comple te with 1.Smm thick Teflon gasket, nuts, bolts and washers etc., complete including testing of joints. The fla nges shall be as per l.S:6392-1971 (Table 6 &7)

a) 100mm dia Each 6.00 1900.00 11400.00 b 150mm dia Each 6.00 2850.00 17100.00

147 Providing and fix ing rubber expansion joints (to provide relief from stresses at pipe flanges) as per specification of the manufacturers i.e M/s Kanwal Indus trial corporation,

b 100mm dia Each 4.0( 3325.00 13300.00 c 150mm dia Each 4.00 4275.00 17100.00

148 Providing and fix ing C.l double fla nges suction strainer bucket type/ "Y" I type including, nuts, bolts and 3mm thick rubber insertion complete.

a 150mm dia Each 3.00 8075.00 24225.00 149 Providing and fixing brass/bronze lever operated ball valve of full flow

with s tainless s teel ball (AISI 304 and spindle AISI 410) with setting and

gland of superior quality having minimum working pressure of 20 kg/cm2•

a 15nm1 din Each 1.00 570.00 570.00 bi 20mm dia Each 1.00 712.50 71 2.50 c 25mm dia Each 1.00 855.00 855.00 d 32mm dia Each 1.00 1425.00 1425.00 e 40mm dia Each 3.00 1900.00 5700.00 f) 50mm dia Eacn 3.00 3325.00 9975.00 g) 65mm dia Each 4.00 4750.00 19000.00

150 Providing and fixing butterfly valves, wafer end type class PN 1.0 as per 1.5:13095 - 1991 or BS:5155, including necessary nuts, bolts, gaskets etc. complete (without 2ear box)

a) 80mm dia nominal bore. Each 6.00 6175.00 37050.00

b lOOmm dia nominal bore. Each 6.00 7600.00 45600.00 c 150mm dia nominal bore. Each 6.00 9500.00 57000.00

151 Providing a nd fixing gunmetal non-return valves vertical or horizontal

tested to 20 Kg/ col as per 15:778. a) 25mm nominal bore Each 1.00 807.50 807.50 b 32mm nominal bore Each 1.00 1330.00 1330.00 c) 40mm nominal bore Each 1.00 1710.00 1710.00 ct) 50mm nominal bore Each 1.00 3800.00 3800.00

152 Provid ing and fixing C.I double flanged horiw ntal/ vertical type non-return va lve including nuts, bolts, 3mm thick rubber insertions complete to I.S:5312 Part-I, swinl! tvoe class PN 1.6.

a) 65mm nominal bore Each 4.00 4750.00 19000.00 b) 80mm nominal bore Each 4.00 5700.00 22800.00

c 1 OOmm dia nominal bore. Each 4.00 7125.00 28500.00

d 150mm dia nominal bore. Each 4.00 8550.00 34200.00

153 Providing and fixing heavy ct u ty copper armored cables 1.1 KV A grade includ ing necessary suppor t clamps a t ceiling level and connection legs complete in all resoects.

a) Power cable 3 core 2.5 Sa.mm Metre 200.00 95.00 19000.00 b Power cable 3 core 4 Sa.mm Metre 120.00 190.00 22800.00

Page 14 of 18

.... , ....... - ~

SI. No Description l,Jnit Quantity Rate (Rs.) Amount- (Rs.) cl Power cable 3 core 6 Sq.mm Metre 40.00 380.00 15200.00 d) Power cable 3 core 10 Sa.min · Metre 10.00 570.00 5700.00 e) Power cab{e 2 core 1.5 Sq.mm Metre 400.00 71.25 28500.00 fl Power cable 3 core 10 Sq.mm Metre 10.UU 570.00 5700.00

154 G.I. earthing wire 8 gauge from all motor and M.C.C pan el to be conn~cted in as approved manner to the Qeneral earthing system comple te. Metre 150.00 95.00 14250.00

155 Providing earthing station for pumps and M.C.C panel including excavation, C.l. manhole cover and frame complete as per specifications and I.E. ru les. Each 1.00 11400.00 11400.00

156 Providing and fixing M.S. slotted cable tray supported from ceiling at intervals of 60cms on both ends including cable clips with nuts and bolts welding of support rods with ceil ing inserts or through dash fasteners cutting and making good complete.

a) 300mm wide Mch·e 60.00 1710.00 102600.00 b) 150mm wide Metre 80.00 1140.00 91200.00

157 Providing and fixing M.S. structural work fabrica ted from standard section e.g. M.S rounds, angles, channels, plates including cutting to size, drilling, welding fixing and welding to insert plates in RCC structural members or through dash fas teners as per site conditions as directed by Engineer-in-charge including cutting and making good the walls, ceilings and floors (for oioe sunnorts, clamos etc.) Kg. 500.00 142.50 71250.00

158 Providin g and fixing UV Unit for domestic water supply complete in all respects for 550 LPS water supply flow rate. Each 1.00 142500.00 142500.00

159 Submersible pumps for basement drainage & Sewage sumos Submersible single stage single entry pumps with CJ.body and C.I. two

vane enclosed type impeller connected to TEFC submersible motor for 415

volts, 3 phase, 50 cycles including MCC panel with level conh·ollers, auto

control, sequential change over facility with one proper working at low

level & two proper working at high level with an audible alarm including

all intercoiu1ectivity cables, with both pumps connected to common outlet

header including valves, non return valves, lifting chains etc. complete in all respect

159.1 Sewage Sump (one working+One standby) 'Solid handiling capacity 50mm) Capacity- 225 ]pm (Each) Head - lOm HP (Approx) 1.0HP Set 2.00 190000.00 380000.00

159.2 Drainage Sump (one worki.ng+One stan dby) 'Solid handiling capacity 50mm) Capacity- 600 lpm (Each) Head - 10.m

·HP (Approx) 3.0HP Set 2.00 380000.00 760000.00 160 Domestic Water Pump (Boosting System)

Providing, fixing and testing of packaged fac tory fi tted variables frequency drive type skid mounted hydropneumatic system with variable speed system comprising of :-Note:Only Facto1y Fitted assem bly is acceptable)

a) Vertical, inline multis tage centrifugal pumping set with stainless steel SS-304 stage casing and SS-304 impellers with stainless steel SS-316L shaft as per !EC s tandards and GJL250 cast iron suction & discharge casing, connected to TEFC venti la ted induction motor of 2 pole, 2900rpm, suitable for 400/ 440 Volts, 3 phase, 50 Hz A.C. supply No. of Pumps: 2 (1 Working +1 Standby)

b) Pressure vessel of non corrosive FRP composite construction lined with NSF and/ or FDA lis ted ma teria l, like high density polyethylene with fully replaceable polyurethane. Air cell burst pressure of minimum of 5 times the vessel operating pressure and cycle tested for 2,50,000 cycles. No. and capacity of Pressure Vessel - 01 Nos. x 50 Ltrs)

Page 15 of 18

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.) c) Control Panel with programmable logic controller (PLC) for cyclic operation

of pumps. Pump working sequence should change after every operation.Contractor overload relays and MCBs should confirm to IEC 898 -1995/ specifications. Blinking indications for pumps start, trip, low level trip, health supply should be provided in the panel along with the ammeter & voltmeter. Control panel should also consist of cooling fan.

d) Pressure switches bellow type fitted with micro switch and having maximum pressure and differential scale should confirming BS-6134 standards and !PSS protection class.

e) Suction and delivery h eader with Bali valves to be used should be Hot Pressed brass OT-58 with stainless steel ball and P.T.F.E seal and 0-Ring. NRVs to be used should be with Springs and 0-Ring arrangement. 25mm dia motorised valve wi th control panel to cut-in and cut-off the motorised valve incase of low and high water level in water tank.

f) Complete set system to be mounted on a common base frame and shall follow fo llowing duty. Capacity : app, 150 !pm Head : app. 25 m Set 1.00 190000.00 190000.00

Tube well 161 Boring/ drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting stra ta chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of soil 300 nun nominal size dia metre 180.0C 386.75 69615.00

162 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casil1g (CM) pipe of required dia,conforming to JS: 12818, including required hire and labour charges, fi ttings & accessories e tc. a ll complete, for all depths, as per direction of Engineer -in-charge. 200 min nominal size dia metre 120.00 834.67 100160.40

163 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, confonningto JS: 12818, including hire & labOW' charges, fittings & accessories etc.all comple te, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia metre 60.00 779.76 46785.60

164 Gravel packing in h1bewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin-charge. cum 8.00 938.46 7507.68 Providmg and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm,

165 reinforced with 8 mm dia four nos longitudmal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. fla ts of size 50 mmmm x 1.6 mm complete, all as per direction of Engineer-in-charge. each 2.00 912.19 182-l.38 Development of tube well in accordance with IS: 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, rwming the compressor for required time till well is fully developed, measuring

166 yield of well by "V" no tch method or any other approved method, measuring static level & draw down etc. by step draw down met.hod, collecting water samples & getting tested in approved laboratory, if c disinfection of tubewell, all comple te, including hire & labour charges of air compressor, tools & accessories e tc., all as per requirement and direction of En~ineer-in-charge. hour 120.00 643.25 77190.00 Providing ru,d fixing suitable size threaded mild steel cap or spot welded

167 plate to the top of bore well housing/ casing p ipe, removable as per requirement, ail complete for borewell of: 200 mm dia each 2.00 231.71 463.42

Page 16 of 18

Sl. No Description l.Jnit Quantity Rate (Rs.) Amount- (Rs.) Providing and fixing M.S. clamp of required dia to U1e top of

168 casing/housing pipe of tubewell as per LS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp each 2.00 1262.88 2525.76

169 Providing and fixing Bail plug/ Bottom plug of required dia to Uie bottom of pipe assembly of tubewell as per LS:2800 (part I) . 200mm dia each 2.00 252.56' 505.12

170 Providing and fixing gun metal gate valve with C. l. wheel of approved !quality (screwed end):

a) 80 mm nomillal bore each 2.00 1824.57 3649.14

171 Providing and fixing gun metal non- return valve of approved qual ity (screwed end) :

a) 80 mm nominal bore each 2.00 2379.09 4758.18

Hot Water System 172 Supplying & installation of KSB make submersible pump set directly

coupled with15.00 HP motor nominal speed 2900 RPM suitable for operation on 3-phase, 50 cycles, 400 :!:. 5% volts AC. power supply to give lvield of 30000/24000 LPH at a head of 50/70 mtrs.

a) Total head = 50/70 Mt b) Flow ra te = 36000/30000 LPH c) HP = Minimw11 7.5 HP Set 2.00 156522.00 313044.00

(Or as per site condition) 173 Supply, installation and commissioning of panel board duly wired made of

16/18 SWG sheet including fixing of the same in wall/floor on angle iron frame as per site conditions, and fitted with the following:

a) l No. L & T make DOL starter. Set 2.00 2375.00 4750.00 b) 1 No A/E make suitable range voltmeter size 96 mm. Set 2.00 1140.00 2280.00 c) 1 No A/E make suitable range ammeter size 96 mm. Set 2.00 475.00 950.00 d) l No. minilec make single phase preventer. Set 2.00 617.50 1235.00 e) 3 Nos MCB for lamps, ammeter and voltmeter. Set 2.00 475.00 950.00 f) 3 Nos. indicating lamps (Essen/Rishab make). Set 2.00 285.00 570.00 g) 1 No MCB of suitable range (MOS/Standard make). Set 2.0C 950.00 1900.00 h) Voltage selector switch- 1No. Set 2.00 285.00 570.00 i) Push button ON/ OFF switch L & T make - 1 No. Set 2.00 190.00 380.00

174 Supply & installation of 80 mm dia column pipe made out of 80 mm dia GI including the cost of fittings complete in all respect Jindal, Hissar/Prakash make 'B' class pipe. Mtrs. 72.00 760.00 54720.00

175 Providing & fixing heavy d uty PVC sheathed copper conductor 1100 volts !grade cables with clamps complete in all respect.

a) Control cable for low water level guard 2 core 2.5 SQ.nun. RM 60.00 190.00 11400.00 b) Power cable 3 core 4 Sq.mm. RM 60.00 142.50 8550.00

Field of Play 176 Providing, laying and fixing, Sub-soil Drainage system (Subsoil drainage

system shall be as per BCCI norms and under U,e guidance of BCCI approved curator. Consb·uction Company must submit shop drawing for app. from consultant before execution). 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 U1e soil as required, in layers not exceeding 20 cm in depUi, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All Kind of Soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mmdia. Meter 1600.00 197.89 31662-WO

177 Supplying and fixing in horizontal posi tion in trench unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths. 150 mm non1inal size dia. Meter 1000.00 557.70 557700.00

Page17of18

SI. No Description Unit Quantity Rate (Rs.) Amount- (Rs.)

178 Supplying and fixing in horizontal position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths. 110 mm nominal size dia. Meter 4000.00 425.27 1701080.00

179 Laying Geotextile fabric in trenches of required widh complete in all respect Sqm

of 160GSM as per manufacturers specifications. 1000.00 380.00 380000.00

180 Consutructing RCC Overhead tank of 25m staging complete in all respects with inlet, overflow, supply and drain pipe as per standard design.

per liter 250000.00 28.50 7125000.00

181 Consutructing UG tank of complete in all respects with inlet, overflow, supply and drain pipe as per s tandard design. per liter 500000.00 14.25 7125000.00

Total (B) 48379867.84

Page 18 of 18

Proposed International Cricket Stadium at Saif ai, Etawah

Summary

SI.No Item Amount Rs.

1 Cost of Civil Work 1421710023.50

2 Cost of Public Health Engineering Work & Extra Item 48379867.84

3 Cost of Electrical Work 754583058.10

Total Cost of Cricket Stadium Work. 2224672949.44

Note:- Rater entered in BO Qare inclusive of all taxes, royality,octrio and cess but exclusive of service tax if applicable and labour cess.

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