Development and modernization of infrastructure at Naurangilal Inter college, Aligarh, UP

BOQ Inter College Aligarh

GENERAL ABSTRACT OF COST

COST AS PER DSR COST AS UPPWD SOR AS PER MARKET

S.NO. DESCRIPTION Total

2021 (RS.) (RS.) RATE (RS.)

4.0 INTERNAL & EXTERNAL FIRE FIGHTING SYSTEM 87,98,727.90 0.00 100,75,218.05 188,73,945.95

5.0 SWIMMING POOL (ELECTRO MECHANICAL) 0.00 0.00 527,76,082.00 527,76,082.00

Prime Cost A 4857,31,360.53

GST on UPPWD SOR Amount (B) 18% 139,92,091.32

As per CPWD office order no: 158/SE(TAS)/GST/2022/331

Dated: 10.08.2022, an additional factor of 6.033% is to be D 143,10,174.21

considered on DSR Amount.

Estimated Cost E 5140,33,626.07

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NBCC INDIA LIMITED

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF INDOOR SPORTS HALL AT NAURANGI LAL , ALIGARH

GENERAL ABSTRACT OF COST

COST AS PER DSR COST AS UPPWD SOR AS PER MARKET

S.NO. DESCRIPTION

2021 (RS.) (RS.) RATE (RS.)

ANUJ NAVNEET Digitally signed by ANUJ

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NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF INDOOR SPORTS HALL AT NAURANGI LAL , ALIGARH

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Carriage of earth

1.1.4 Carriage of excavated rock

251 Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead

upto 30m and including filling watering and ramming of excavated earth into the trenches or into

the space between the building and the sides of foundation. trenches or into the plinth and

remova! and disposal of surplus earth as directed by the Engineer In-charge upto a distance of cum 8530.83 150.00 12,79,624.50

30m from the foundation trenches by Hydraulic excavator/manual means. For Building/ Drain

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation over areas (exceeding 30cm in depth , 1.5 m in width or 10 sqm on plan), including

2.7 disposal of excavated earth, for all leads and lifts, disposed earth to be levelled and neatly

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil

and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and cum 5497.80 253.95 13,96,166.31

watering, lead up to 50 m and lift upto 1.5 m.

2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials.

2.26.2 Ordinary or hard rock

254 Add to Item (251-253) to every additional 30m lead of part of 30m (100ft) or for every (a)

additional 1.5m (5ft) lift or part of 1.5m (5ft) cum 2198.32 25.00 54,958.00

255 Sand filling in plinth including supply of necessary quantity of sand from any distance at site of

work and including watering dressing etc. required for proper completion of work.

UPPWD SOR Surface dressing of the ground including removing vegetation and in-equalities not exceeding

Chapter-4 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil sqm 5350.00 12.00 64,200.00

2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 216.00 200.90 43,394.40

UPPWD Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment:

UPPWD Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres

SOR per linear metre including drilling and plugging holes etc.: With Chlorpyriphos/ Lindane E.C. 20%

Chapter-8 with 1% concentration metre 360.00 90.00 32,400.00

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level

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DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

275 Providing and laying cement concrete in 1:4:8 (1 Cement: 4 Fine sand: 8 graded stone aggregate

40 mm nominal size) including supply of all material, labour and T&P etc. required for proper

completion of the work. In Foundation and floors.

275 (a) Same as above 1:4:8 but in Coarse Sand

UPPWD Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6

SOR graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm

Chapter-14 nominal size, well rammed and consolidated and grouted with fine sand, including necessary Sqm 216.00 500.00 1,08,000.00

Item-23 excavation, levelling & dressing & finishing the top smooth.

UPPWD Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°

SOR landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair

Chapter-5 cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing cum 13.77 9,200.00 1,26,684.00

Item-8 and excluding reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate

20 mm nominal size).

5.9 Centering and shuttering including strutting, propping etc. and removal of form for all heights :

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 2010.55 307.95 6,19,148.87

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 4084.36 766.55 31,30,866.16

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 4418.30 608.35 26,87,872.81

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 3272.54 804.25 26,31,940.30

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 2817.93 657.75 18,53,493.46

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete upto plinth level

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 204692.12 89.65 183,50,648.56

5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 396991.43 89.65 355,90,281.70

5.26 Providing and filling in position, blown bitumen in expansion joints. cum 17.70 63,877.35 11,30,629.10

5.27 Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of

cement and 0.25 cubic metre of coarse sand for expansion joints. cum 28.16 22,400.50 6,30,798.08

UPPWD Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS:

SOR 1838, including cost of primer, sealing depth per

Chapter-11 compound Grade-A in expansion joints. sqm 144.19 450.00 64,885.50

5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade

cement concrete for reinforced cement concrete work, using cement content as per approved

design mix, including pumping of concrete to site of laying but excluding the cost of centering,

shuttering, finishing and reinforcement, including admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength

and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this

item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 719.81 10,477.75 75,41,989.23

UPPWD Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete

SOR work, using cement content as per approved design mix, manufactured in fully automatic

Chapter-5 batching plant and transported to site of work in transit mixer for all leads, having continuous

Item-10 agitated mixer,

5.37.1 All works upto plinth level cum 1541.29 8,500.00 131,00,995.60

5.37.2 All works above plinth level upto floor V level cum 2545.25 9,100.00 231,61,775.00

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DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

5.35 Add for using extra cement in the items of design mix over and above the specified cement

content there in.

5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for

expansion joints.

5.43.1 200 mm wide.

UPPWD Brick work with common burnt clay F.P.S. (non medular) bricks of class designation-100 in

SOR foundation and plinth in:

Cement mortar 1:6 (1 cement: 6 coarse sand) cum 49.96 5,300.00 2,64,788.00

UPPWD Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in

SOR superstructure above plinth level up to floor V level in all shapes and sizes in

Cement mortar 1:6 (1 cement: 6 coarse sand)

UPPWD Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 150

SOR in superstructure above plinth level up to floor V level.

Chapter-6 Cement mortar 1:3 (1 cement :3 coarse sand)

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half

6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 Mtr 360.00 55.80 20,088.00

Drived from Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer

8.1.1 work), backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse

sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an

admixture of pigment to match the marble shade (To be secured to the backing by means of

cramps, which shall be paid for separately).

8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.

UPPWD Providing and fixing 18 mm thick Grenite (gang saw cut), mirror polished, premoulded and

SOR prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar

Chapter-14 locations, of required size, approved shade, colour and texture laid over 20 mm thick base

Item-8 cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with

matching pigment, epoxy touch ups, including rubbing, puring, moulding and polishing to edges to

give high glossy finish etc. complete at all levels.

(b) Area of slab over 0.50 Sqm

UPPWD Providing edge moulding to 18mm thick Granite stone, including machine polishing to edge to

SOR give high glossy finish etc. complete as per design approved by Engineer-in-Charge.

8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen

platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary

holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with

cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and

embedding the cramp in the hole (fastener to be paid separately).

8.7.2 Stainless steel cramps kg 108.66 624.95 67,907.07

8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be

specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle

green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and

dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with

grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of

matching shade complete.

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DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

401 C.P. Teak wood wrought framed and fixed including simple moulding, straight work as in

chowkhats including supply of all materials, iabour, Tools & plants etc. required for proper cum 4.28 1,20,000.00 5,13,600.00

completion of the work.

9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm

thick in doors, windows and clerestory window shutters. (Area of opening for glass panes sqm 20.88 148.50 3,100.68

excluding portion inside rebate shall be measured).

UPPWD Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative

SOR type, core of block board construction with frame of 1 st class hard wood and well matched teak

Chapter-9 3 ply veneering with vertical grains or cross bands and face veneers on both faces of

Item-15 shutters.including ISI marked Stainless Steel butt hinges with necessary screws, Steel Handels,

Siliding bolt, Door Stopper and tower bolt.

(c) 35 mm Thick

UPPWD Same as item No-4 & add extra for providing lipping with 2nd class teak wood battens 25

SOR mmrminimum depth on all edges of flush door shutters (over all area of door shutter to be

Chapter-9 measured).

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 177.01 93.65 16,576.99

Providing and fixing wooden moulded beading to door and window frames with iron screws ,plugs

and priming coat unexposed surface etc.complete.

9.40.1 2nd class teak wood

9.46 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two

chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever

necessary complete :

9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter

bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, (weighting not

less than 450 gms)

9.74 Providing and fixing bright finished brass tower bolts (barrel type) with

necessary screws etc. complete :

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock

with 6 levers and a pair of lever handles of approved quality with necessary Each 64.00 723.80 46,323.20

screws etc. complete.

9.81 Providing and fixing bright finished brass handles with screws etc. complete:

9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws,

etc. complete. Each 64.00 109.60 7,014.40

UPPWD Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having

SOR brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width

Chapter-9 upto 700 mm), with necessary accessories and screws etc. complete. Each 63.00 820.00 51,660.00

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DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

UPPWD Providing and fixing partition upto ceiling height consisting of G.I. frame and required board,

SOR including providing and fixing of frame work made of special section power pressed/ roll form G.I.

Chapter-12 sheet with zinc coating of 120 gms/ sqm(both side inclusive), consisting of floor and ceiling

Item-18 channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and

ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50

mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm

wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically

within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by

6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall

with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to

centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs,

floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed

to the frame work with joints staggered to avoid through cracks, Galvanised M.S. fixing channel

of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each with zinc coating of 120

gms/sqm(both side inclusive)) to be provided at the horizontal joints of two boards, fixed to the

studs using metal to metal flat head screws, including jointing and finishing to a flush finish with

recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5

mm), joint finisher and two coats of primer suitable for board as per manufacture's specification

and direction of engineer in charge all complete.

75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced

Gypsum (GRG) plaster board conforming to IS: 2095: (part 3) : 1996 (Board with BIS certification sqm 185.16 1,300.00 2,40,708.00

9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock

on back side of the Panic Latch of reputed brand and manufacture to be approved by the each 24.00 7,145.90 1,71,501.60

Engineer- in- charge, all complete.

9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60

mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not

less than 120gm/ sqm) suitable for mounting 120 minutes Fire Rated Glazed Door Shutters. The

frame shall be filled with mineral wool Insulation having density minimum 96Kg/cum. The frame

will have a provision of G.I. anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal

style of size M10 x 80 ) suitable for fixing in the opening along with factory made template for SS meter 140.90 1,791.05 2,52,358.95

ball bearing hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall

be finished with a approved fire resistant primer or powder coating of not less than 30 micron in

desired shade as per the directions of Engineer - in- Charge . (Cost of SS ball bearing hinges is

9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire rating

confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved

by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail

& side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick

G.I. sheet (zinc coating not less than

120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and fixing with

necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including

applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all

complete as per direction of Engineer-in-Charge (panelling to be paid for seperately).

9.164 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I.

beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x

33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm

c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than

30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect

as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass

of required thickness having 120 minutes of fire resistance both integrity & radiation control

(EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test

report/certification of fire glass and the glass should have the stamp showing the value of E, EW

& EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation

body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC

17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be

more than 1100x2200 mm (w x h) or 2.42 sqm.

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DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with

necessary screws etc all complete.

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,

including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer Kg. 4800.00 111.95 5,37,360.00

10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm

M.S. gusset plates at the junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 15.75 4,781.15 75,303.11

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer,

including welding and bolted with special shaped washers etc. complete.

10.16.2 Hot finished seamless type tubes

10.16.3 Electric resistance or induction butt welded tubes

10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer using structural steel etc. as required.

10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever

required, all complete kg 20658.00 102.25 21,12,280.50

10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10

mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of

10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry,

etc. as per direction of Engineer-in-charge.

UPPWD Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates

SOR etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and

Chapter-10 fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with

Item-13 necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required

size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of

Engineer-incharge, (for payment purpose only weight of stainless steel members shall be

considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

UPPWD Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat

SOR 15x3 mm and nuts & bolts complete.

Chapter-10 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal

size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix :

2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre Sqm 2758.84 928.65 25,61,996.77

per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry,

but excluding the cost of nosing of steps etc. complete.

UPPWD Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement

SOR slurry mixed with pigment to match the shade of the slab, including rubbing and polishing

Chapter-14 complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

Item-12 25 mm thick

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CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

UPPWD Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm

SOR (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry

Chapter-14 mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws

complete with :

11.33.1 Second class teak wood sqm 109.18 4,187.95 4,57,240.38

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the

manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved

brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1

cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the

joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of

required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

11.41A.1 Double charge vitrified tile polished finish of size

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4

mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The

glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at

the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation,

material and required pattern approved by

Engineer-in-Charge:

11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear

as well as curvilinear portions of the building all complete as per the architectural drawings with

18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4

coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed

with pigment of matching shade including rubbing, curing and polishing etc. all complete as

specified and as directed by the Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as

well as curvilinear portions of the building all complete as per the architectural drawings with 18

mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4

coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed

with pigment of matching shade including rubbing , curing and polishing etc. all complete as

specified and as directed by the Engineer-in-Charge.

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 1178.39 2,677.90 31,55,610.58

UPPWD Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone

SOR aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine

Chapter-11 sand) as per standard design : In 75x75mm deep chase metre 287.10 155.00 44,500.50

UPPWD Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1

SOR cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1

Chapter-11 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a each 50.00 205.00 10,250.00

Item-14 coat of neat cement, rounding the edges and making and finishing the outlet complete.

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CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of

special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120

gms/sqm (both side inclusive) as per IS : 277 and consisting 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 hangers of 25x10x0.50 mm of required length with nuts & bolts of

required size and other end of angle hanger fixed with intermediate 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.I. intermediate channelwith

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 wall/partition with the help of rawl plugs at 450 mm centre, with

25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling

section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm

c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with

recommended jointing compound , jointing tapes , finishing with jointing compound 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 light fittings, grills,

diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per

drawings, specification and direction of the Engineer in Charge but excluding the cost of painting

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 539.00 1,300.50 7,00,969.50

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation

as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating

120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18

microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches

during transportation and should be supplied in single length upto 12 metre or as desired by Sqm 4665.35 671.55 31,33,015.79

Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x

55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and trusses

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %)

total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,

5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using

self drilling/ self tapping screws complete :

12.51.6 Gutter (600 mm over all girth) Sqm 318.00 1,110.60 3,53,170.80

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CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal

level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized

@ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints

to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced

at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum)

sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of

1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm

thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of

600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved

texture in the grid including, required cutting/making, opening for services like diffusers, grills,

light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using

GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long

dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8

mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-

sections shall be pre-painted with polyester paint, all complete for all heights as per

specifications, drawings and as directed by

Engineer-in-charge.

12.52.2 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum

plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white

0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the

back side with all edges sealed with the face side PVC film which goes around and wraps the

edges and is bonded to the edges and the back side metalized polyester film so as to make the

tile a completely sealed unit.

12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate

false ceiling tiles of approved texture 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’ at 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 mm thick (minimum) sheet with the help of rawl plugs at 450

mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick Sqm 1803.00 1,718.70 30,98,816.10

densified edges calicum silicate ceiling tiles of approved texture 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 using G.I. slotted cleats of size

25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I.

adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm

centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted

with polyster baked paint, for all heights, as per specifications, drawings and as directed by

Engineer-in-Charge.

12.60 Providing and fixing thermal insulation of ceiling (under deck

insulation) with Resin Bonded Rockwool conforming to IS:

8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin

Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm)

@ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top

most ceiling of building.

12 mm cement plaster on brickwork with cement mortar of mix (upto 10 m height from ground

586 A 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 4928.04 160.00 7,88,486.40

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

UPPWD 15 mm cement plaster on the rough side of single or half brick wall of mix (upto 10 m height from

SOR ground level):

1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 9150.00 185.00 16,92,750.00

UPPWD 6 mm cement plaster on ceiling including chipping of CC/ RCC surface before plastering in

SOR cement mortar of mix 1:3 (1 cement : 3 fine sand ) (Not less than in 1.25 FM)

13.21 Extra for providing and mixing water proofing material in cement per bag of

plaster work in proportion recommended by the manufacturers.

13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional

height of 3 m or part thereof.

672 White washing with lime on undecorated wall surfaces (Two coats) to give an even shade

including thoroughly brooming the surface to remove all dirt, dust mortar dreps and loose. scales

of lime wash and other foreign matters

13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50

gms/litre, of approved manufacturer, of required shade and colour complete, as

permanufacturer’s specification.

13.42.1 Two or more coats on new work sqm 1543.00 92.75 1,43,113.25

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall

13.43.1 Water thinnable cement primer sqm 6084.00 64.45 3,92,113.80

13.45 Finishing walls with textured exterior paint of required shade :

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of

exterior primer applied @ 2.20kg/10 sqm

13.60 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even

13.60.1 Two or more coats on new work Sqm 6084.00 137.85 8,38,679.40

UPPWD Providing and applying white cement based putty of average thickness 1 mm, of approved brand

SOR and manufacturer, over the plastered wall surface to prepare the surface even and smooth sqm 6124.00 75.00 4,59,300.00

Chapter-15 complete.

13.114 Item-7 Melamine polishing on wood work (one or more coat). sqm 405.00 118.35 47,931.75

16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path,

park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape,

made by table vibratory method using PU mould, laid in required colour & pattern over 50mm

thick compacted bed of course sand, compacting and proper embedding/laying of inter locking

paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,

filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing

and sweeping extra sand, all complete as per manufacturer's specifications & direction of

Engineerin- Charge

16.91.1 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.

ALUMINIUM WORK:

UPPWD Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded

SOR built up standard tubular sections/ appropriate Z sections and other sections of approved make

Chapter-9 conforming to IS: 733 and IS: 1285, fixing with dash fasteners of

Item-10 required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and

sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust

free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium

snap beading for glazing / paneling, C.P.

brass / stainless steel screws, all complete as per architectural drawings and the directions of

Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and

making provision for fixing of fittings wherever required including the cost of EPDM rubber /

neoprene gasket required (Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

UPPWD Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with

SOR EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the

Chapter-9 directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 5.5 mm thickness (weight not less than 12.50 kg/ sqm) sqm 119.06 950.00 1,13,107.00

21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade

according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern,

with approved standard section and fixed to the existing window frame with C.P. brass/ stainless

steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for

fixing and operation of handles and fixing approved anodised aluminium standard section around

the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of

grill to be measured for payment).

UPPWD Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and

SOR manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor

Chapter-9 spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, sqm 49.95 3,520.00 1,75,824.00

Item-14 all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid

WATER PROOFING:

22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at

all depth below ground level for under ground structures as directed by Engineer-in-Charge and

consisting of : i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over

a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing

compound conforming to IS:2645 in the recommended proportion over the leveling course

(leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with

water proofing compound. ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse

sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with

stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly

embedded in the 2nd layer.

22.1.1 Using rough kota stone. sqm 2500.00 1362.95 34,07,375.00

22.2 Providing and laying integral cement based treatment for water proofing on the vertical surface

by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing

compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum)

between stone slabs and the receiving surfaces and filling the gaps withn neat cement slurry

mixed with water proofing compound and finishing the exterior of stone slab with cement mortar

1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing

compound in recommended proportion complete at all levels and as directed by Engineer-in-

22.2.1 Using rough Kota stone sqm 375.00 1780.30 6,67,612.50

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed

portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound

conforming to IS 2645 in recommended proportions including rounding off junction of vertical and

horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water

proofing compound in recommended proportion including rounding off junction of vertical and

horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100

mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

UPPWD Providing and laying integral cement based water proofing treatment including preparation of

SOR surface as required for treatment of roofs, balconies, terraces etc consisting of following

Chapter-11 operations:

Item-9 (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water

proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC

slab including adjoining walls upto 300 mm height including cleaning the surface before

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50%

of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming

to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions

of walls and slabs.

c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of

cement admixed with water proofing compound conforming to IS : 2645 and approved by

Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse

sand) admixed with water proofing compound conforming to IS : 2645 and approved by

Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and

finally finishing the surface with trowel sqm 1470.00 1,050.00 15,43,500.00

with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks

for curing and for final test. All above operations to be done in order

With average thickness of 120mm and minimum thickness at khurra as 65 mm.

STRUCTURAL GLAZING:

Providing and supplying aluminium extruded tubular and other aluminium sections as per the

architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5

or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to

AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item

includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of

extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of

aluminium extruded section shall be taken for purpose of payment.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized

system of structural glazing (with open joints) for linear as well as curvilinear portions of the

building for all heights and all levels, including:

(a) Structural analysis & design and preparation of shop drawings for the specified design loads

conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind

pressure without any failure), including functional design of the aluminum sections for fixing

glazing panels of various thicknesses, aluminium

cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,

structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,

microwave cured EPDM gaskets for water tightness, pressure equalisation &

drainage and protection against fire hazard including:

b.) Fabricating and supplying serrated M.S. hot dip galvanised /

Aluminium alloy of 6005 T5 brackets of required sizes, sections

and profiles etc. to accommodate 3 Dimentional movement for

achieving perfect verticality and fixing structural glazing system

rigidly to the RCC/ masonry/structural steel framework of building

structure using stainless steel anchor fasteners/ bolts, nylon

seperator to prevent bimetallic contacts with nuts and washers

etc. of stainless steel grade 316, of the required capacity and in

required numbers.

c.) Providing and filling, two part pump filled, structural silicone

sealant and one part weather silicone sealant compatible with

the structural silicone sealant of required bite size in a clean

and controlled factory / work shop environment, including double

sided spacer tape, setting blocks and backer rod, all of approved

grade, brand and manufacture, as per the approved sealant

design, within and all around the perimeter for holding glass.

(d) Providing and fixing in position flashings of solid aluminium sheet

1 mm thick and of sizes, shapes and profiles, as required as per

the site conditions, to seal the gap between the building structure

and all its interfaces with curtain glazing to make it watertight.

(e) Making provision for drainage of moisture/ water that enters the

curtain glazing system to make it watertight, by incorporating principles of pressure equalization,

providing suitable gutter profiles

at bottom (if required), making necessary holes of required sizes

and of required numbers etc. complete. This item includes cost of

all inputs of designing, labour for fabricating and installation of

aluminium grid, installation of glazed units, T&P, scaffolding and

other incidental charges including wastages etc., enabling temporary

structures and services, cranes or cradles etc. as described above

and as specified. The item includes the cost of getting all the

structural and functional design including shop drawings checked

by a structural designer, dully approved by Engineer-in-charge. The

item also includes the cost of all mock ups at site, cost of all

samples of the individual components for testing in an approved

laboratory, field tests on the assembled working structural glazing

as specified, cleaning and protection till the handing over of the

building for occupation. In the end, the Contractor shall provide a

water tight structural glazing having all the performance

characteristics etc. all complete as required, as per the Architectural

drawings, as per item description, as specified, as per the approved

shop drawings and as directed by the Engineer- in-Charge.

Note:- 1. The cost of providing extruded aluminium frames, shadow

boxes, extruded aluminium section capping for fixing in the grooves

of the curtain glazing and vermin proof stainless steel wire mesh

shall be paid for separately under relevant items under this subhead.

However, for the purpose of payment, only the actual area of

structural glazing (including width of grooves) on the external face

shall be measured in sqm. up to two decimal places.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

Providing, assembling and supplying vision glass panels (IGUs) comprising

of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and

shape as required and specified, comprising of an outer heat strengthened float glass 6mm

thick, of approved colour and shade with reflective soft coating on surface # 2 of approved

colour and shade, an inner Heat strengthened clear float glass 6mm thick, spacer tube

12mm wide, dessicants, including primary seal and secondary seal (structural silicone

sealant) etc. all complete for the required performances, as per the Architectural drawings, as

per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The

IGUs shall be assembled in the factory/ workshop of the glass processor.

(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No. 25.2)

For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of

the grooves and weather silicone sealant) provided and fixed in position, shall be measured in

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, +

12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as

visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection

external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2

degree K etc. The properties of performance glass shall be decided by technical

sanctioning authority as per the site requirement.

Extra for openable side / top hung vision glass panels (IGUs) including

providing and supplying at site all accessories and hardwares for the openable panels as

specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -

25.4 point cremone locking sets with stainless steel plates, handles, buffers etc. including Sqm 238.14 3,309.05 7,88,017.17

necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per

the Architectural drawings, as per the approved shop drawings, as specified and as directed by

the Engineer- in-Charge.

Providing, fabricating and supplying shadow box of required size and shape,

for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of

the building by providing semi -rigid, inorganic, non- combustible fibre glass wool insulation 50

mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing

25.5 (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass Sqm 396.90 1,954.30 7,75,661.67

tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm / sqm, made of

randomly oriented glass fibres distributed in a binder by a wet- lay process including fixing 1.5

mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets,

nuts, bolts, washers etc complete.

NEW TECHNOLOGIES AND MATERIALS

Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks

of sizes 10mm thick, minimum 1800mm length and minimum 100 mm wide, in approved colour,

texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials &

Technology Promotion Council (BMTPC), with necesasary profiled edges fixed with 40mm SS

screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in

centre of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The

cladding shall be laid over backlayment of 1.00 mm thick expanded polyethylene foam of density

40kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer

on frame under cladding. The bamboowood planks shall have minimum density of 1000 Kg/cum

& minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the

Engineer in-charge.

TOTAL OF SCHEDULE ITEM 1740,24,134.78 682,27,643.50

NON-SCHEDULE ITEM

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

MR-1 Supply and Installation of FIBA, IHF, FIVB and WBF approved Taraflex Synthetic Sports

Shock absorption under EN 14808 standard not less than 25%

Ball bounce under EN 12235 standards not less than 90%

Abrasion resistance as per EN ISO 5470-1 shall be < 350 mg.

Friction coefficient as per DIN - 18032 0.4 - 0.6,

Impact Sound insulation as per EN ISO 717-2 shall be 18 dB.

Thickness-7.5 mm

Width - 1.5 mtrs.

Length- Between 15 - 20 mtrs.

The floor surface consists of 100% pure vinyl wear layer of 2.1 mm thickness, upper surface

treated with protecsol to reduce skin burn and sanosol to avoid fungal growth. sqm 239.95 8,915.00 21,39,154.25

Double fiber glass grid for sound stability on floor.

CXPTM HD double density foam backing with D-MAXTM+ ensuring highest possible resistance

to indentation, durability and energy return.

The surface to be laid with adhesive as per manufacturer’s instruction over existing levelled

surface. The Rolls will be joined with seamless hot welding. Game line marking to be done as

per clients requirement.

Federations Approvals

FIBA ( Federation International Basketball Association) .

IHF (International Handball federation ) .

FIVB ( Federation International Volley ball)

WBF (World Badminton Federation)

MR-2 Supply and installations of Maple wood sports flooring as per specifications and conditions

mentioned below:

"Hard maple flooring

Supply of 20mm thick MFMA certify Hard maple Flooring (each individual flooring strip

engraving MFMA mill certification number) width of Hard Maple is 57mm and random length

varying from 230mm to 1800mm, Third & Better Grade jointed together with tongue and groove

on all four sides of all boards.

Substructure of maple wood flooring shall consist of sleeper of Spruce or Pine having 63mm

wide and cross section of 38 mm and laid perpendicular to the main flooring planks at a spacing

305mm centre to centre, including 9.5 mm thick rubber shock pads at 305mm centre to centre sqm 1163.05 12,147.00 141,27,568.35

spacing and polyethylene membrane installed over the concrete base, beneath the flooring

system as a vapour barrier between the concrete and wood floor."

Machine sanding, Two coat of oil modified Poly urethane Gym sealer and one coats of oil

modified Poly urethane Gym sports finish in accordance with manufacturer specification, AND

Game line marking in accordance with manufacturers specifications and project drawings etc

complete to the entire satisfaction of Engineer-in-charge. "

MR-3 Supply and installation of 6 mm thick, International Basketball ,volleyball, handball,

Badminton,Table Tennis Federation approved Multi-sports synthetic floor which consist of 100%

pure vinyl wear layer not less than 1.5 mm thick, with protecsol and sanosol treated to reduce

Skin burn with double fiber glass grid for sound stability on floor width of sheet not less than 1.5

M Laid with adhesive tape as per manufacturer’s instruction over Laid with adhesive as per

manufacturer’s instruction over existing levelled surface including game lines marking with

following specification.

Shock absorption under EN 14808 standard not less than 25%

Ball bounce under EN 12235 standards not less than 90%

Surface should also approve by FIBA, WBF,IHF,FIVB,ITTF.

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CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

MR-4 Supply of movable Hydraulic basketball post The base of the frame shall consist of structural

steel tubing, comprising of 100X50X3mm,square tubing, and formed sheet metal parts welded

Together to form a rectangle. The base weldment supports 2 structural steel columns consisting

of 80x40x3mm,40x40x3mm steel tubes welded. Together. The columns are supported on hinges

with Ø40 mm shaft at bearing ends on the base. On the columns is supported the overhang

beam of 125x125x4.5 mm tube holding the backboard. The overhang beam shall have an

extension of 3100 mm from the front base pad to the front of the backboard glass. The unit will

come preassembled with 600kg. of ballast weight. 2 heavy-duty swivel casters with one 150mm

nylon wheel on each side rated at 500 kg. no harm

Folding: The folding mechanism will be available in two different

1) high power hydraulic cylinder with manual cranking, taking only minutes to raise and lower.

The unit shall come with a positive lock at the 8’, 9’, and 10’

playing positions and can be adjusted to meet several heights in between.

Padding: All front padding shall be a minimum of 5.5” thick foam .All base side padding shall be a

minimum of 3” thick foam. Standard padding color shall be Blue or Black.

MR-5 Supply of portable badminton post with counter weight 130 kg (counter weight as per federation

rules,with heavy duty nylon wheels )

2.easy movement of poles

3.structure manufactured in 50 dia round heavy duty round pipe and base structure prepared in

100 x 50 rectangular heavy duty c.r. steel

MR-6 Providing and Fixing of Acoustical Wall Panel with square edges made of

fibre glass substrate 25mm thick, wrapped on the front side with an acoustically

transparent fabric as per the approved shade (Husk, Copper, Sangria, Sesame, Coffee,

Charcoal, Titanium, Flame, Peanut and Shell). The panel shall be classified for Fire Class A, as

per ASTM E-84. The Acoustical Wall Panel shall be of sizes 600x600mm (Nominal) or

600x1200mm (Nominal) and shall achieve an NRC of 0.85 (Average value of Absorption Co-

efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) with 50mm airgap as per

ASTM C423 to be fixed to wall on a framework of wooden battens and using Wall panel Impalers

(supplied by the manufacturer) or by using construction adhesives (as per the instructions laid

down by the manufacturer). The fibre glass substrate shall have a recycle content of 85%. sqm 459.05 11,192.00 51,37,687.60

Properties of Tile Relevant Standards Base Material Fibre Glass

Panel Dimensions 600mm x 600/1200mm Panel Thickness 25mm

Panel Finish Acoustically transparent fabric as per the approved shade (Husk,

Copper, Sangria, Sesame, Coffee, Charcoal, Titanium, Flame, Peanut and Shell).

Fire Properties Class A ASTM E-84

Noise Reduction Co-efficient 0.85 ASTM C423 (Average value of Absorption Coefficient

readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz)

MR-7 Providing & fixing of 100% Natural Material- Magnesite (Hygroscopic & biologically sound binding

agent) bonded woodwool Panel planks of 600Mm*1200Mm *25Mm thickness made out of wood

wool fibre of width 1Mm Fiber thickness mixed with Natural water & Magnesite (No-Cement) with

open & smooth surface texture. A Completly harmless Envirenment & Human Friendly & also a

disposable or recyclable Material & can last for long span in building interiors As it has long

lifespan & suitable for Indoor conditions with relative air humidity of upto 90%. Magnesite protects

the wood cells against ageing & fungal attack. To achive upto NRC=1.00 it should be a clear gap

of 200Mm from wall slab along with the backing of Mineral of 50kg/m3. Edge Detail : AK 01 sqm 519.36 10,800.00 56,09,088.00

Heradesign Woodwool - Acoustical Wall Mounting System Solutions- Ecologically Sound

Material with high mechanical strength with Crash test of 90Km/H with Ball Impact Test

DIN18032 & EN13964 with flying colors & A sustainable material (PEFC & FSC Certified)

along with EPD Certified Acc. to EN ISO 14025 (AUB-Environmental Product declaration).

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DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

MR-8 Providing & Fixing of Fibre Glass Acoustical Suspended Ceiling System with

20/25mm thick Optra Microlook 90 Edge Tiles with Sillhouette 15mm face

The tiles shall have smooth laminated visual with Humidity Resistance (RH) of 95%, NRC

0.85 – 0.95 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz,

1000 Hz and 2000 Hz) as per ASTM C423 standard, , Light Reflectance ≥88% as per ASTM

E-1477, Colour Pebble White, Fire Performance of Class 0/1 as per BS 476 Part 6/7 with

20/25mm Square Tegular/Microlook 90˚ edge and 8mm drop in module size of 600 x

600mm. It shall be suitable for Green Building application, with Recycled content of

Properties of Tile Relevant Standards

Base Material Fibre Glass

Panel Dimensions 600 x 600 m (Nominal)

593 x 593 mm (Actual)

Panel Thickness 15/20 mm

Panel Weight 2.3kg/m2 (20mm)/

Recycled Content 85%.

Noise Reduction Co-efficient 0.85 – 0.95 ASTM C423 (Average value of

Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz)

Fire Properties Class 0/1 BS 476 Part 6/7

Light Reflectance 88% ASTM E-1477

Humidity Resistance RH 95%

Dimensional tolerances ±3mm

SUSPENSION: The tile shall be laid on Knauf Silhouette 38 profile grid system with

15mm white flanges incorporating a 6mm central reveal in white/black colour with

mitred ends & “bird’s mouth” notches to provide mitred cruciform junctions colour

global white. Grid shall have double stroke rotary stitching on all T sections i.e. the Main

Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The sqm 87.00 4,210.00 3,66,270.00

deflection loading of the system shall be 7.9 kg/m2 (as per standard installation layout

mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than

L/360) with a deflection loading of 9.5 kg/m. The end details of the cross tee shall be

made of pre hardened steel clip fixed to the ends of the cross tee to provide double

locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam

to main beam and cross tee to cross tee connection shall have a pull out strength of

more than 100kg. The T Sections shall be made of 90 gsm as per IS 277 (2003) prepainted

steel with baked polyester paint of 0T bending capability.

Suspension System Details

Base Material Hot dipped galvanized steel of 90 gsm as per IS 277 (2003) and prepainted

steel with baked polyester paint with 0T bending capability

Construction Method Roll formed double stroked rotary stitched construction to

mechanically lock together the two metal layers of the vertical web

Deflection Loading 15 kg/m with deflection limit less then L/360 as per ASTM

Pull-out Strength 100 kg

Main Runner Dimensions 3600(L) x 38(H) x 15(W) mm

Cross Tee Dimensions 1200 / 600(L) x 38(H) x 15(W) mm

Cross Tee End Detail The end details of the cross tee shall be made of pre hardened

steel and fixed to the ends of the cross tee to provide double locking between “cross tee

to cross tee” and “cross tee to main beam”

Wall Angle dimensions 3000(L) x 19(H) x 19(W) mm

Main Runner Rout Spacing 600 mm

Hanger-wire Material Galvanized Steel with 0.7 micron coating

Hanger-wire Dimensions 2.5 mm Ø x 1800 mm

Hanger-wire Tensile Strength 344-413 MPa

Hanger-wire Pull Strength 110 Kgs

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DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

MR-9 Supply & fixing of first radiant/first line/Japan carpet tile tufted 1/10” loop carpet tile100% PA6

solution dyed aquation backing back to back modified bitumen, 10% recycled content

included,fire resistant EN-1350-1B,,S1,pile height Ca2.9 mm, total weight ca 4300 gm/m2,pile

densityca 0.114gm/cm3,thermal resistant ISO8302.0.047m2 K/W,impact noise rating sqm 87.00 3,364.00 2,92,668.00

ISO10140(1000Hz) tile size should be (500 cm X 500 cm) duly installed on smooth and hard

surface with company recommended adhesive.

MR-10 Providing and fixing Toilet cubical ( standard height of cubicle is 2025mm with 600mm door size

width) made up of thermosetting resign treated high pressure ,self supporting decorative

compact laminates with permanently incorporate anti Viral(ISO21702:2019), anti-

Fungal(ASTN:G21-2015) & anti-bacterial agents(under JIS Z2801:2000 certification) during

manufacturing .Compact board should be resistance to water immersion through permissible

increase on thickness and mass <0.60% and board density >1.35kg/cm3 and fulfilled the criteria

of green guard gold certification and manufactured under EN438-2&3:2005 standard. 12mm

thick compact board should be Moisture resistant, Impact resistant, termite resistant ,Scratch

resistant ,Weather and climatic shock resistant. Finish of compact laminates should be suede

finish which includes door, pilasters and intermediate panels finished with approved

texture/shades as per IS2046 and fulfilled the criteria of fire retardant under BS-476/97 and

EN438-6 with classification of BS1D0 standard. Pilaster to be supported with SS(grade316)

adjustable foot and intermediate panels will attached to the wall with the help of approved

SS(grade316) channels and all required hardware, made up of stainless steel as per

manufacturer’s specification.. Door knob, gravity hinges,Thumb turn locksets with occupancy each 63.00 43,823.00 27,60,849.00

indicators ,coat hooks with door stoper , U channel, top rail with corner connector, adjustable

foot/pedestal,Rubber noice deafening tape, screw & wall plugs should be approved under the

instruction of Engineer-in-charge. The top fitting should consist of SS round top rail which will get

fixed with pilaster, with SS panel tube holder ,SS corner bend (connected with top rail ) will be

use in corner of cubical in absence of brick wall, SS wall fixing is used only on the wall which will

hold the SS top rail. All screw will of 304 grade in SS with stain finish. All pilasters are supported

by SS bottom cladding . The base of the stainless steel bottom cladding will be anchored to the

floor with a clearance height upto 150 mm.Finish and colour of Toilet cubical should be approved

under guidance of engineer-in-charge.

1.01- Toilet cubical with standard dimension of 2025mm(H)x1000mm(W)x1500mm(Depth),

which includes 600mm door size width or as per drawing.

MR-11 Providing & Fixing divider panel laminates(Urinal Partitions) coupled with rust resistant stainless

steel fitting .Composed with 12mm thick compact laminates with permanently incorporate anti-

bacterial agents during manufacturing .Compact board should be resistance to water

immersion through permissible increase on thickness and mass <0.60% and board density

>1.35kg/cm3 and fulfilled the criteria of green guard gold certification and manufactured under

EN438-2&3:2005 standard. Urinal partition panel should consist of one undivided piece, each 39.00 5,669.00 2,21,091.00

chamfered edges with no joint in between which provides a cleaner and well structured to

restroom space. Dimension of Urinal partition should be in 1000-1200mm in height and 450-

550mm in depth and installed from the ground floor upto gap in between 500-600mm . Finish

and colour of Urinal partition should be approved under guidance of engineer-in-charge.

MR-12 Providing and fixing Wall Mounted Over Panel Patch with Pivot in glass door , having SS finish

and as per maufacturer's specification. Finished work would be to the satisfaction of the Enginer each 24.00 4,076.00 97,824.00

MR-13 Providing and fixing Top Patch, Bottom Patch, High Security Patch Lock in glass door , having

SS finish and as per maufacturer's specification. Finished work would be to the satisfaction of the each 24.00 10,279.00 2,46,696.00

Enginer in charge.

MR-14 Providing and fixing Over Panel Side Panel Connector in glass door , having SS finish and as per

maufacturer's specification. Finished work would be to the satisfaction of the Enginer in charge.

MR-15 Providing and fixing Glass door handle in glass door , having SS finish and as per maufacturer's

specification. Finished work would be to the satisfaction of the Enginer in charge.

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CHACHA Date: 2022.10.18

DSR 2021 UPPWD DSR Amount / Market

DESCRIPTION Unit Qty Rate SOR Amount reamrks

CODE NO. SOR Amount

MR-16 Providing and fixing 12 mm thick toughened glass partition upto desired height with necessary

patch fittings and support frames for slimline partition complete in all respect as per direction of each 1296.12 3,288.00 42,61,642.56

Engineer-in-charge

MR-17 Providing and fixing 6 mm thick exterior grade Cladding (high pressure laminate) made up of

1300 mm x 3050 mm or required size manufactured under EN 438-2&3:2005 or equivalent

standard. Cladding should be made with GLE technology & double layer UV protection process

under high pressure, thermosetting phenolic resin treated exclusive & certified exterior grade

decorative paper (UV Resistant) on both sides with high grade craft paper in between. Both the

decorative and craft paper to be made of virgin pulp. Clad should be resistant to water

immersion characteristic with permissble increase on thickness and mass less than 0.60% and

have the density greater than 1.35 gm/cc, UV resistance on grey scale measurement wil be

measured greater than or equals to 4, with flame retardant fulfilled the criteria under EN-13501-

1:2007 with classification of BS 1D0 standard property, moisture resistant, impact resistant,

termite resistant, scratch resistant, weather and climate shock resistant high pressure thermo

setting resin treated balanced compact laminates clad. (The manufacturer should provide 10 sqm 544.32 6,060.00 32,98,579.20

years waranty cerficate on manufacturing and moisture related defects). A green product with

green guard gold certification where VOC emmission level is less than 0.22 PPm. Anti-bactirial

and anti-fungal property under JISZ-2801:2000. Clads will be installed on aluminium framing with

special L-brackets. There will be special fixing treatment on all the corner sections. Aluminium

box size will be 25 mm x 50 mm. Boards will be fixed on the aluminium chanels with colour

matched rivets and brackets through 8 mm drill hole in boards and 5 mm dia drill holes in

aluminium box. Rivets will be installed by automatic rivet guns. Shade design of clad should be

finalized under direction of Engineer in charge.

TOTAL OF NON-SCHEDULE ITEM 516,59,491.05

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NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF INDOOR SPORTS HALL AT NAURANGI LAL , ALIGARH

UNDER GROUND TANK WORKS

DSR NO. DESCRIPTION OF ITEM Rounded RATE DSR AMOUNT UPPWD SOR

QTY (RS.) (RS.) AMOUNT (RS.)

1.1. Removal- By mechnical transport including loading, unloading & stacking

251 Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto

1.50 m and lead upto 30m and including filling watering and ramming of

excavated earth into the trenches or into the space between the building and the

sides of foundation. trenches or into the plinth and remova! and disposal of

surplus earth as directed by the Engineer In-charge upto a distance of 30m from

the foundation trenches by Hydraulic excavator/manual means. For Building/

Drain work only.

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20cm in depth, consolidating

each deposited layer by ramming and watering lead upto 50 mtrs. and lift cum 32.19 253.95 8174.65

254 Add to Item (251-253) to every additional 30m lead of part of 30m (100ft) or for

every (a) additional 1.5m (5ft) lift or part of 1.5m (5ft) cum 956.12 25.00 23903.00

275 Providing and laying cement concrete in 1:4:8 (1 Cement: 4 Fine sand: 8 graded

stone aggregate 40 mm nominal size) including supply of all material, labour and

T&P etc. required for proper completion of the work. In Foundation and floors.

275 (a) Same as above 1:4:8 but in Coarse Sand cum 20.62 5900.00 121658.00

Reinforced Cement Concrete Work

5.9 Centering and shuttering including strutting, propping etc. and removal

of form for all heights :

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 33.34 307.95 10267.05

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 200.34 766.55 153570.63

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 18.83 608.35 11455.23

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 5.00 804.25 4021.25

5.9.16 Edges of slabs and breaks in floors and walls

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DSR NO. DESCRIPTION OF ITEM Rounded RATE DSR AMOUNT UPPWD SOR

QTY (RS.) (RS.) AMOUNT (RS.)

5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg. 37756.26 89.65 3384848.71

5.33 Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including

pumping of concrete to site of laying but excluding the cost of centering,

shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and durability as

per direction of Engineer-in-charge.

“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/

less cement used as per design mix is payable/recoverable separately).

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 301.25 8825.35 2658636.69

UPPWD Brick work with common burnt clay F.P.S. (non modular) bricks of class

SOR designation 100 in superstructure above plinth level up to floor V level in all

Chapter-6 shapes and sizes in

Cement mortar 1:6 (1 cement: 6 coarse sand) cum 2.00 5700.00 11400.00

8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to

IS: 15622 (thickness to be specified by the manufacturer), of approved

make, in all colours, shades except burgundy, bottle green, black of

any size as approved by Engineer-in-Charge, in skirting, risers of steps and

dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sqm 0.00 1063.45 0.00

sand) and jointing with grey cement slurry @ 3.3kg per sqm, including

pointing in white cement mixed with pigment of matching shade

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with

M.S. flats, square or round bars etc. including priming coat with approved steel

primer all complete

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 28.80 197.70 5693.76

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and

screws etc. complete :

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DSR NO. DESCRIPTION OF ITEM Rounded RATE DSR AMOUNT UPPWD SOR

QTY (RS.) (RS.) AMOUNT (RS.)

9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type)

with necessary screws etc. complete :

9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with

necessary screws etc. complete :

10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle

iron and 3mm M.S. gusset plates at the junctions and corners, all necessary

fittings complete, including applying a priming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 2.10 4,781.15 10040.42

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,

manufactured from commercial mild steel sheet of 1.60 mm thickness,

including hinges, jamb, lock jamb, bead and if required angle threshold of

mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed

mild steel welded or rigidly fixed together by mechanical means, including

M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate

and shock absorbers as specified and applying a coat of approved steel

primer after pre-treatment of the surface as directed by Engineer-in-charge:

10.14.3 Profile E

10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb metre 5.20 511.40 2659.28

10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and

cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,

joints mitred, welded and grinded finish, with profiles of required size, including

fixing of necessary butt hinges and screws and applying a priming coat of

approved steel primer.

10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block

15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone kg 46.08 146.55 6753.02

aggregate 20 mm nominal size)

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors

with M.S. Flat 15x3 mm and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture

on both sides sqm 2.88 971.55 2798.06

10.30 Providing & fixing glass panes with putty and glazing clips in steel doors,

windows, clerestory windows, all complete with :

10.30.1 5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm) sqm 2.88 1,243.50 3581.28

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CHACHA Date: 2022.10.18

DSR NO. DESCRIPTION OF ITEM Rounded RATE DSR AMOUNT UPPWD SOR

QTY (RS.) (RS.) AMOUNT (RS.)

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under

layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener

consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm

nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of Sqm 108.30 928.65 100572.80

cement or as per manufacture’s specifications. This includes cost of cement

slurry, but excluding the cost of nosing of steps etc. complete.

12 mm cement plaster on brickwork with cement mortar of mix (upto 10 m height

from ground level):

UPPWD 6 mm cement plaster on ceiling including chipping of CC/ RCC surface before

SOR plastering in cement mortar of mix 1:3 (1 cement : 3 fine sand ) (Not less than in Sqm. 190.80 150.00 28620.00

Chapter-13 1.25 FM)

19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame

of required shape and approved quality

19.19.3.1 Circular shape 560 mm internal dia. Each 4.00 1494.20 5976.80

Water Proofing Work

22.1 Providing and laying integral cement based treatment for water proofing on

horizontal surface at all depth below ground level for under ground

structures as directed by Engineer-in-Charge and consisting of : i) Ist layer

of 22 mm to 25 mm thick approved and specified rough stone slab over a

25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed

with water proofing compound conforming to IS:2645 in the recommended

proportion over the leveling course (leveling course to be paid separately).

Joints sealed and grouted with cement slurry mixed with water proofing

compound. ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3

coarse sand) mixed with water proofing compound in recommended

proportions. iii) Finishing top with stone aggregate of 10 mm to 12 mm

nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd

22.1.1 Using rough kota stone. sqm 410.32 1362.95 559245.64

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CHACHA Date: 2022.10.18

DSR NO. DESCRIPTION OF ITEM Rounded RATE DSR AMOUNT UPPWD SOR

QTY (RS.) (RS.) AMOUNT (RS.)

22.2 Providing and laying integral cement based treatment for water proofing on

the vertical surface by fixing specified stone slab 22 mm to 25 mm thick

with cement slurry mixed with water proofing compound conforming to

IS:2645 in recommended proportions with a gap of 20 mm (minimum)

between stone slabs and the receiving surfaces and filling the gaps withn

neat cement slurry mixed with water proofing compound and finishing the

exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20

mm thick with neat cement punning mixed with water proofing compound

in recommended proportion complete at all levels and as directed by

Engineer-in-charge :

22.2.1 Using rough Kota stone sqm 277.20 1780.30 493499.16

ANUJ NAVNEET Digitally signed by ANUJ

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NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF INDOOR SPORTS HALL AT NAURANGI LAL , ALIGARH

UNDER GROUND TANK WORKS

DSR NO. DESCRIPTION OF ITEM Rounded RATE- DSR AMOUNT UPPWD SOR

QTY 2021 (RS.) (RS.) AMOUNT (RS.)

1.1. Removal- By mechnical transport including loading, unloading & stacking

251 Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto

1.50 m and lead upto 30m and including filling watering and ramming of

excavated earth into the trenches or into the space between the building and the

sides of foundation. trenches or into the plinth and remova! and disposal of

surplus earth as directed by the Engineer In-charge upto a distance of 30m from cum 730.49 150.00 109573.50

the foundation trenches by Hydraulic excavator/manual means. For Building/

Drain work only.

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20cm in depth, consolidating

each deposited layer by ramming and watering lead upto 50 mtrs. and lift cum 175.11 253.95 44469.18

254 Add to Item (251-253) to every additional 30m lead of part of 30m (100ft) or for

every (a) additional 1.5m (5ft) lift or part of 1.5m (5ft) cum 367.52 25.00 9188.00

275 Providing and laying cement concrete in 1:4:8 (1 Cement: 4 Fine sand: 8 graded

stone aggregate 40 mm nominal size) including supply of all material, labour and

T&P etc. required for proper completion of the work. In Foundation and floors.

275 (a) Same as above 1:4:8 but in Coarse Sand cum 18.21 5900.00 107439.00

Reinforced Cement Concrete Work

5.9 Centering and shuttering including strutting, propping etc. and removal

of form for all heights :

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 25.74 307.95 7926.63

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 163.01 766.55 124955.32

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 14.63 608.35 8900.16

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 5.00 804.25 4021.25

5.9.16 Edges of slabs and breaks in floors and walls

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CHACHA Date: 2022.10.18

DSR NO. DESCRIPTION OF ITEM Rounded RATE- DSR AMOUNT UPPWD SOR

QTY 2021 (RS.) (RS.) AMOUNT (RS.)

5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg. 18865.22 89.65 1691266.97

5.33 Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including

pumping of concrete to site of laying but excluding the cost of centering,

shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and durability as

per direction of Engineer-in charge.

“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/

less cement used as per design mix is payable/recoverable separately).

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 172.17 8825.35 1519460.51

UPPWD Brick work with common burnt clay F.P.S. (non modular) bricks of class

SOR designation 100 in superstructure above plinth level up to floor V level in all

Chapter-6 shapes and sizes in

Cement mortar 1:6 (1 cement: 6 coarse sand) cum 125.00 5700.00 712500.00

8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to

IS: 15622 (thickness to be specified by the manufacturer), of approved

make, in all colours, shades except burgundy, bottle green, black of

any size as approved by Engineer-in-Charge, in skirting, risers of steps

and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3

coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,

including pointing in white cement mixed with pigment of matching shade

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with

M.S. flats, square or round bars etc. including priming coat with approved steel

primer all complete

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 28.80 197.70 5693.76

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and

screws etc. complete :

9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type)

with necessary screws etc. complete : 0.00

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DSR NO. DESCRIPTION OF ITEM Rounded RATE- DSR AMOUNT UPPWD SOR

QTY 2021 (RS.) (RS.) AMOUNT (RS.)

9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with

necessary screws etc. complete :

10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle

iron and 3mm M.S. gusset plates at the junctions and corners, all necessary

fittings complete, including applying a priming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 2.10 4,781.15 10040.42

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,

manufactured from commercial mild steel sheet of 1.60 mm thickness,

including hinges, jamb, lock jamb, bead and if required angle threshold of

mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed

mild steel welded or rigidly fixed together by mechanical means, including

M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate

and shock absorbers as specified and applying a coat of approved steel

primer after pre-treatment of the surface as directed by Engineer-in-

10.14.3 Profile E

10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb metre 5.20 511.40 2659.28

10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and

cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,

joints mitred, welded and grinded finish, with profiles of required size, including

fixing of necessary butt hinges and screws and applying a priming coat of

approved steel primer.

10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block

15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate kg 46.08 146.55 6753.02

20 mm nominal size)

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors

with M.S. Flat 15x3 mm and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture

on both sides sqm 2.88 971.55 2798.06

10.30 Providing & fixing glass panes with putty and glazing clips in steel doors,

windows, clerestory windows, all complete with :

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DSR NO. DESCRIPTION OF ITEM Rounded RATE- DSR AMOUNT UPPWD SOR

QTY 2021 (RS.) (RS.) AMOUNT (RS.)

10.30.1 5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm) sqm 2.88 1,243.50 3581.28

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under

layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener

consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm

nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of

cement or as per manufacture’s specifications. This includes cost of cement

slurry, but excluding the cost of nosing of steps etc. complete.

12 mm cement plaster on brickwork with cement mortar of mix (upto 10 m height

from ground level):

UPPWD 6 mm cement plaster on ceiling including chipping of CC/ RCC surface before

SOR plastering in cement mortar of mix 1:3 (1 cement : 3 fine sand ) (Not less than in Sqm. 136.00 150.00 20400.00

Chapter-13 1.25 FM)

19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame

of required shape and approved quality

19.19.3.1 Circular shape 560 mm internal dia. Each 6.00 1494.20 8965.20

Water Proofing Work

22.1 Providing and laying integral cement based treatment for water proofing on

horizontal surface at all depth below ground level for under ground

structures as directed by Engineer-in-Charge and consisting of : i) Ist layer

of 22 mm to 25 mm thick approved and specified rough stone slab over a

25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed

with water proofing compound conforming to IS:2645 in the recommended

proportion over the leveling course (leveling course to be paid separately).

Joints sealed and grouted with cement slurry mixed with water proofing

compound. ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3

coarse sand) mixed with water proofing compound in recommended

proportions. iii) Finishing top with stone aggregate of 10 mm to 12 mm

nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd

22.1.1 Using rough kota stone. sqm 240.93 1362.95 328375.54

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DSR NO. DESCRIPTION OF ITEM Rounded RATE- DSR AMOUNT UPPWD SOR

QTY 2021 (RS.) (RS.) AMOUNT (RS.)

22.2 Providing and laying integral cement based treatment for water proofing on

the vertical surface by fixing specified stone slab 22 mm to 25 mm thick

with cement slurry mixed with water proofing compound conforming to

IS:2645 in recommended proportions with a gap of 20 mm (minimum)

between stone slabs and the receiving surfaces and filling the gaps withn

neat cement slurry mixed with water proofing compound and finishing the

exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand)

20 mm thick with neat cement punning mixed with water proofing

compound in recommended proportion complete at all levels and as

directed by Engineer-in-charge :

22.2.1 Using rough Kota stone sqm 153.83 1780.30 273854.65

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NBCC (INDIA) LIMITED

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF INDOOR SPORTS HALL AT NAURANGI LAL , ALIGARH

GENERAL ABSTRACT OF COST

S.NO. DESCRIPTION COST AS PER DSR COST AS PER UPPWD AS PER MARKET

2021 (RS.) SOR (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 3253990.34 3066494.45

2.0 INTERNAL PLUMBING WORKS 123901.60

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NBCC (INDIA) LIMITED

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF INDOOR SPORTS HALL AT NAURANGI LAL , ALIGARH

SUB-STATION WORKS

DSR 2021 Unit Qty Rate DSR Amount SOR Amount

251 Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50

m and lead upto 30m and including filling watering and ramming of excavated earth

into the trenches or into the space between the building and the sides of foundation.

trenches or into the plinth and remova! and disposal of surplus earth as directed by

the Engineer In-charge upto a distance of 30m from the foundation trenches by cum 321.00 150.00 48150.00

Hydraulic excavator/manual means. For Building/ Drain work only.

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means in foundation trenches or drains (not exceeding 1.5 m in

width or 10 sqm on plan), including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil. cum 221.00 286.85 63393.85

2.10 Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms,

depth upto 1.5 m, including getting out the excavated soil, and then

returning the soil as required, in layers not exceeding 20 cm in depth,

including consolidating each deposited layer by ramming, watering,

etc. and disposing of surplus excavated soil as directed, within a lead

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia meter 10.00 417.35 4173.50

254 Add to Item (251-253) to every additional 30m lead of part of 30m (100ft) or for every 200.00

(a) additional 1.5m (5ft) lift or part of 1.5m (5ft) cum 8.00 25.00

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 354.00 253.95 89898.30

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

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DSR 2021 Unit Qty Rate DSR Amount SOR Amount

255 Sand filling in plinth including supply of necessary quantity of sand from any distance 17250.00

at site of work and including watering dressing etc. required for proper completion of cum 15.00 1150.00

UPPWD SOR Surface dressing of the ground including removing vegetation and in-equalities not 5238.00

Chapter-4 exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All

Item-9 kinds of soil

2.34 Supplying chemical emulsion in sealed containers including delivery as

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Ltr. 205.00 200.90 41184.50

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion) :

2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole,

300 mm apart including drilling 12 mm diameter holes and plugging with cement

mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 291 256.15 74539.65

UPPWD Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite

SOR treatment:

UPPWD Along the external wall below concrete or masonry apron using chemical emulsion @ 11700.00

SOR 2.25 litres per linear metre including drilling and plugging holes etc.: With metre 130.00 90.00

Chapter-6 Chlorpyriphos/ Lindane E.C. 20% with 1% concentration

Item-9 CONCRETE WORK:

275 Providing and laying cement concrete in 1:4:8 (1 Cement: 4 Fine sand: 8 graded

stone aggregate 40 mm nominal size) including supply of all material, labour and

T&P etc. required for proper completion of the work. In Foundation and floors.

275 (a) Same as above 1:4:8 but in Coarse Sand cum 47.00 5900.00 277300.00

4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any

thickness) including attached pilasters, columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor

blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the

cost of centering, shuttering and finishing :

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). cum 1.00 9375.20 9375.20

4.10 Providing and laying damp-proof course 40mm thick with cement concrete Sqm 43.00 370.85 15946.55

1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate

Extra fornominal size)

providing and mixing water proofing material in cement concrete work in Per 50 kg 14.00 57.15 800.10

doses by weight of cement as per manufacturer's specification. cement

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DSR 2021 Unit Qty Rate DSR Amount SOR Amount

4.13 Providing & applying a coat of residual petroleum bitumen of grade ofVG-10 of Sqm 43.00 113.85 4895.55

approved quality using 1.7kg per square metre on damp proof course after cleaning

the surface with brushes and finally with a piece of cloth lightly soaked in kerosene

UPPWD Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse 26000.00

SOR sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry

Chapter-14 brick ballast 40 mm nominal size, well rammed and consolidated and grouted with

Item-23 fine sand, including necessary excavation, levelling & dressing & finishing the top Sqm 52.00 500.00

4.3 Centering and shuttering including strutting, propping etc. and removal

of form work for :

4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, Sqm 5.00 669.55 3347.75

buttresses, plinth and string courses fillets, kerbs and steps etc.

5.9 Centering and shuttering including strutting, propping etc. and removal of form for all

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 636.00 307.95 195856.20

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string sqm 5.00 669.55 3347.75

5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 213.30 766.55 163505.12

5.9.4 Shelves (Cast in situ) sqm 3.24 766.55 2483.62

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 222.00 608.35 135053.70

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 99.00 804.25 79620.75

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 6.51 814.95 5306.55

5.13 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete cum 1.00 13581.85 13581.85

in small lintels not exceeding 1.5m clear span up to floor five level, including the cost

of required centering, shuttering but , excluding the cost of reinforcement, with

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing

in position and binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 6390.00 89.65 572863.50

5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing

in position and binding all complete above plinth level

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 8542.96 89.65 765876.36

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DSR 2021 Unit Qty Rate DSR Amount SOR Amount

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. metre 16.00 64.70 1035.20

UPPWD Providing and laying in position ready mixed M-25 grade concrete for reinforced

SOR cement concrete work, using cement content as per approved design mix,

Chapter-5 manufactured in fully automatic batching plant and transported to site of work in

Item-10 transit mixer for all leads, having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete

work, including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering, shuttering finishing and reinforcement, including cost of admixtures

in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete,

Improve workability without impairing strength and durability as per direction of the

Enginccr-in-charge.

(Note: Cement content considered in this item is @ 330 kg/ cum Excess/less cement

used as per design mix is payable/ recoverable separately).

5.37.1 All works upto plinth level cum 83.00 8,500.00 705500.00

5.37.2 All works above plinth level upto floor V level cum 54.43 9,100.00 495340.30

5.34 Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the

specified cement content used is payable /recoverable separately

5.35 Add for using extra cement in the items of design mix over and above cum 13.00 688.45 8949.85

the specified cement content therein.

UPPWD Brick work with common burnt clay F.P.S. (non medular) bricks of class designation-

SOR 100 in foundation and plinth in:

Cement mortar 1:6 (1 cement: 6 coarse sand) cum 81.00 5300.00 429300.00

UPPWD Brick work with common burnt clay F.P.S. (non modular) bricks of class designation cum 627000.00

SOR 100 in superstructure above plinth level up to floor V level in all shapes and sizes in

Cement mortar 1:6 (1 cement: 6 coarse sand)

6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundations and plinth in :

6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) sqm 5.00 837.85 4189.25

UPPWD Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class sqm 42560.00

SOR designation 150 in superstructure above plinth level up to floor V level. 56.00 760.00

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DSR 2021 Chapter-6 Unit Qty Rate DSR Amount SOR Amount

CODE NO. Item-4

Cement mortar 1:3 (1 cement :3 coarse sand)

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third sqm 56.00 86.45 4841.20

course of half brick masonry.

6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay Mtr 86.00 55.80 4798.80

F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement

mortar 1:4 (1 cement : 4 fine sand).

9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass sqm 1.00 148.50 148.50

panes 4 mm thick in doors, windows and clerestory window shutters. (Area of

opening for glass panes excluding portion inside rebate shall be measured).

UPPWD Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) 6800.00

SOR decorative type, core of block board construction with frame of 1 st class hard wood

Chapter-9 and well matched teak 3 ply veneering with vertical grains or cross bands and face

Item-15 veneers on both faces of shutters.including ISI marked Stainless Steel butt hinges sqm 4.00 1700.00

with necessary screws, Steel Handels, Siliding bolt, Door Stopper and tower bolt.

(c) 35 mm Thick

UPPWD Same as item No-4 & add extra for providing lipping with 2nd class teak wood 1400.00

SOR battens 25 mmrminimum depth on all edges of flush door shutters (over all area of

Chapter-9 door shutter to be measured).

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be sqm 4.00 93.65 374.60

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.

flats, square or round bars etc. including priming coat with approved steel primer all

9.48.1 Fixed to steel windows by welding. Kg 38.00 181.00 6878.00

9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required

colour or shade, with nuts and screws etc. complete :

9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or

shade, with necessary screws etc. complete :

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DSR 2021 Unit Qty Rate DSR Amount SOR Amount

9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or

shade, with necessary screws etc. complete :

9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour and shade, with necessary screws etc. complete.

9.101.2 Twin rubber stopper Each 4.00 62.25 249.00

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers Each 3.00 723.80 2171.40

and a pair of lever handles of approved quality with necessary screws etc. complete.

9.77 Providing and fixing bright finished brass 100 mm mortice latch with onedead bolt Each 5.00 603.40 3017.00

and a pair of lever handles of approved quality with necessary screws etc. complete.

9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall metre 4.95 408.25 2020.84

thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at

corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square

tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square

tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the

frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size,

complete as per manufacturer’s specification and direction of Engineerin-Charge.

9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made

out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and

15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded

PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be

flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5

mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall

be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm

wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both

sides to form lock rail.

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DSR 2021 Unit Qty Rate DSR Amount SOR Amount

Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2

) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom

rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame

welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC

sheet beading on inner side, and joined together with solvent cement adhesive. An

additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of

the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of

Engineer-in-charge, manufacturer’s specification & drawing.

9.120.2 30 mm thick pre laminated PVC door shutters sqm 2.00 2,455.10 4910.20

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and Kg. 5.00 78.20 391.00

framed work, including cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer all complete:

10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S.

laths, interlocked together through their entire length and jointed together at the end

by end locks, mounted on specially designed pipe shaft with brackets, side guides

and arrangements for inside and outside locking with push and pull operation

complete, including the cost of providing and fixing necessary 27.5 cm long wire

springs manufactured from high tensile steel wire of adequate strength conforming to

IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 18.00 3,008.80 54158.40

10.7 Providing and fixing ball bearing for rolling shutters. Each 8.00 424.20 3393.60

10.9 Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar sqm 4.50 668.95 3010.28

instead of laths as per design approved by Engineer-in- charge, (area of grill to be

10.12 Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), metre 24.00 45.95 1102.80

approved shape and section with screws instead of glazing clips and metal sash

putty, in steel doors, windows, ventilators and composite units.

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured

from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock

jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm,

or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by

mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar

guards, lock strike plate and shock absorbers as specified and applying a coat of

approved steel primer after pre-treatment of the surface as directed by Engineer-in-

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10.14.2 Profile C

10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb metre 4.20 471.25 1979.25

10.14.3 Profile E

10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb metre 12.60 511.40 6443.64

10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and

cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,

joints mitred, welded and grinded finish, with profiles of required size, including fixing

of necessary butt hinges and screws and applying a priming coat of approved steel

10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 Kg 48.00 146.55 7034.40

cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm

10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape Each 2.00 185.95 371.90

with hooked ends in R.C.C. slabs or beams during laying, including painting the

exposed portion of loop, all as per standard design complete.

10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan Each 2.00 185.20 370.40

clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with

its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/

M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the

corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard

10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing

in position and applying a priming coat of approved steel primer using structural steel

etc. as required.

10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate kg 3401.73 102.25 347826.89

wherever required, all complete

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg 900.00 142.30 128070.00

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with

M.S. Flat 15x3 mm and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on sqm 5.00 971.55 4857.75

10.30 Providing & fixing glass panes with putty and glazing clips in steel doors, windows,

clerestory windows, all complete with :

10.30.1 4.0 mm thick glass panes sqm 5.00 689.05 3445.25

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate) finished with a floating coat of neat cement including cement slurry, but

excluding the cost of nosing of steps etc. complete.

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CHACHA Date: 2022.10.18

DSR 2021 Unit Qty Rate DSR Amount SOR Amount

11.3.1 40mm thick with 20mm nominal size stone aggregate Sqm 186.00 545 101370.00

11.6 Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement

11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.

11.37A Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 sqm 13.00 938.5 12200.50

(thickness to be specified by the manufacturer ) of approved make in all colours,

shades except burgundy, bottle green, black of any size as approved by Engineer-in-

Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar

1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm

including pointing in white cement mixed with pigment of matching shade complete

11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more sqm 3.00 1142.80 3428.40

(thickness to be specified by the manufacturer), of 1st quality conforming to IS :

15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20

mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement

slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching

pigments etc., complete.

UPPWD Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 13381.15

SOR stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3

Chapter-11 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase metre 86.33 155.00

UPPWD Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 820.00

SOR 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)

Chapter-11 over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1

Item-14 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making

and finishing the outlet complete.

12 mm cement plaster on brickwork with cement mortar of mix (upto 10 m height

from ground level):

586 A 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 344.00 160.00 55040.00

UPPWD 15 mm cement plaster on the rough side of single or half brick wall of mix (upto 10 m

SOR height from ground level):

1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 229.00 185.00 42365.00

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CHACHA Date: 2022.10.18

DSR 2021 Unit Qty Rate DSR Amount SOR Amount

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster Sqm 258.70 442.75 114538.32

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement

plaster 1:6 (1 cement : 6 fine sand).

UPPWD 6 mm cement plaster on ceiling including chipping of CC/ RCC surface before 43800.00

SOR plastering in cement mortar of mix 1:3 (1 cement : 3 fine sand ) (Not less than in 1.25 Sqm. 292.00 150.00

13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre, of approved brand and manufacture,

including applying additional coats wherever required, to achieve even shade and

13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone

additives of required shade

13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 258.70 162.35 41999.54

base coat of water proofing cement paint applied @2.20kg/10sqm)

13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an

13.61.1 Two or more coats on new work sqm 25.00 131.45 3286.25

13.62 Painting with synthetic enamel paint of approved brand and manufacture of required

colour to give an even shade :

13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary sqm 77.00 191.40 14737.80

paint of approved brand and manufacture

WATER PROOFING:

UPPWD Providing and laying integral cement based water proofing treatment including

SOR preparation of surface as required for treatment of roofs, balconies, terraces etc

Chapter-11 consisting of following operations:

Item-9 (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with

water proofing compound conforming to IS. 2645 and approved by Engineer-in-

charge over the RCC slab including adjoining walls upto 300 mm height including

cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm

size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water

proofing compound conforming to IS : 2645 and approved by Engineer-in-charge

over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand)

admixed with water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge to required slope and treating similarly the adjoining walls upto

300 mm height including rounding of junctions of walls and slabs.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

DSR 2021 Unit Qty Rate DSR Amount SOR Amount

c) After two days of proper curing applying a second coat of cement slurry using 2.75 217350.00

kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645

and approved by Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1

cement :4 coarse sand) admixed with water proofing compound conforming to IS :

2645 and approved by Engineerin- charge including laying glass fibre cloth of

approved quality in top layer of plaster and finally finishing the surface with trowel

with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of

two weeks for curing and for final test. All above operations to be done in order

With average thickness of 120mm and minimum thickness at khurra as 65 mm.

TOTAL OF SCHEDULE ITEM 3253990.34 3066494.45

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

ABSTRACT OF COST(PHE WORK)

PROJECT NAME: DETAILED COST ESTIMATE FOR

CONSTRUCTION OF INDOOR SPORTS HALL AT

NAURANGI LAL , ALIGARH

SL. NO. DESCRIPTION DSR AMOUNT NS AMOUNT

1 SANITARY FIXTURE 10700.40

2 SOIL, WASTE & VENT PIPES 37576.38

3 WATER SUPPLY 23394.65

4 SEWERAGE & DRAINAGE 44456.85

5 EARTH WORK 5501.37

6 RAIN WATER PIPING 2271.95

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CHACHA Date: 2022.10.18

NAME OF THE PROJECT :CONSTN. OF PROPOSED TOILET IN SUBSTATION BUILDING AT CRPF, GREATER NOIDA

NAME OF WORK: DETAILED COST ESTIMATE OF PLUMBING WORKS

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

1.00 SANITARY FIXTURE

1.1 17.2 Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat and lid, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with manually controlled

device (handle lever), conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and

floors wherever required :

a) 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 1 5540.55 5540.55

1.2 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass

pillar taps, 32 mm C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and making good the walls

wherever require :

a) 17.7.2 White Vitreous China Wash basin size 630x450 mm with a Each 1 1913.75 1913.75

single 15 mm C.P. brass pillar tap

1.3 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube Each 1 299.35 299.35

upto 1 metre long with S.S. triangular plate to Eureopean

type W.C. of quality and make as approved by Engineer - in -

1.4 17.28 Providing & fixing PVC waste pipe for sink or wash basin including PVC

waste fittings complete

a) 17.28.1 Semi rigid pipe

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-45 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

1.5 17.31 Providing and fixing 600 x 450mm bevelled edge mirror of superior Each 1 1411.15 1411.15

glass (of approved quality) complete with 6mm thick hard board ground

fixed to wooden cleats with CP brass screws and washers complete.

1.6 17.71 Providing and fixing PTMT liquid soap container 109mm wide, 125mm Each 1 146.30 146.30

high and 112mm distance from wall of standard shape with bracket of

the same meterials with snap fitting of approved quality colour and

make, weighing not less than 105 gms.

1.7 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to

wooden cleats with CP brass screws with concealed fittings

arrangement of approved quality and colour.

a) 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and Each 1 600.35 600.35

effective height of 88 mm, weighing not less than 190 gms

1.8 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 Each 1 607.05 607.05

mm height of approved quality and colour, weighing not less than 300

SUB TOTAL( SANITARY FIXTURES) 10700.40

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-46 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

2.00 SOIL WASTE VENT PIPES AND FITTINGS

2.1 17.35 Providing and fixing soil, waste vent pipes

ai) 17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989.S&S pipe Mtr 5.00 1077.40 5387.00

bi) 17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989. Mtr 10.00 1042.10 10421.00

2.2 17.37 Providing and fixing MS holder-bat clamps of approved design to Sand

Cast iron/cast iron (spun) pipe embedded in and including cement

concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement: 2 coarse sand : 4

graded stone aggregate 20mm nominal size) including cost of cutting

holes and making good the walls etc.

2.3 17.38 Providing and fixing bend of required degree with access door insertion

rubber washer 3mm thick bolts and nuts complete

ai) 17.38.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 384.90 384.90

bi) 17.38.2.2 Sand Cast iron S&S as per IS-3989 Each 1.00 453.40 453.40

2.4 17.39 Providing and fixing plain bend of required degree

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-47 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

ai) 17.39.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 439.75 439.75

2.5 17.40 Providing and fixing heal rest sanitary bend

ai) 17.40.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 439.75 439.75

bi) 17.40.2.2 Sand Cast iron S&S as per IS-3989 Each 1.00 405.25 405.25

2.6 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick,

bolts & nuts complete:

ai) 17.55.1.2 Sand cast iron S&S as per IS-3989 Each 1 611.00 611.00

bi) 17.55.2.2 Sand cast iron S&S as per IS-3989 Each 1 453.40 453.40

2.7 17.56 Providing and fixing terminal guard

ai) 17.56.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 439.75 439.75

bi) 17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 1.00 311.55 311.55

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-48 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

2.8 17.57 Providing and fixing collars

ai) 17.57.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 439.75 439.75

2.90 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun)

iron pipes & fittings of dia

2.10 17.59 Providing and fixing MS stays and clamps for sand cast iron/

centrifugally cast (spun) iron pipes of diameter.

2.11 17.60 Providing and fixing trap of self cleaning design with screwed down or

hinged grating with or without vent arm complete, including cost of

cutting and making good the walls and floors.

a) 17.60.2 a) 100mm inlet and 75mm outlet

ai) 17.60.2.1 Sand Cast iron S&S as per IS-3989 Each 1.00 1671.00 1671.00

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-49 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

2.12 17.61 Cutting chases in brick masonry walls for following diameter sand cast

iron/ centrifugally cast (spun) iron pipes and making good the same with

cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone

aggregate 12.5 mm nominal size), including necessary plaster and

pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :

2.13 17.65 Painting sand cast iron/centrifugally cast (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 quality) for new work.

a) 17.65.1 a) 100mm dia meter pipe Mtr 1.00 69.55 69.55

b) 17.65.2 b) 75mm dia meter pipe Mtr 2.00 52.90 105.80

2.14 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

a) 17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective Each 1.00 325.10 325.10

length of tail pipe 260 mm from the centre of the waste coupling, 77 mm

breadth with 25 mm minimum water seal, weighing not less than 260

2.15 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c

cutting and making good the walls etc.

a) 18.10.4 32 mm dia nominal bore Metre 1.00 563.60 563.60

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-50 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

b) 18.10.6 50 mm dia nominal bore Metre 1.00 893.20 893.20

SUB TOTAL( SOIL, WASTE & VENT PIPES) 37576.38

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-51 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

3.00 WATER SUPPLY

3.1 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all CPVC

plain & brass threaded fittings, including fixing the pipe with clamps at

1.00 m spacing. This includes jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints complete as per direction of

Engineer in Charge.

Internal work - Exposed on wall

a) 18.7.1 15 mm nominal outer dia Pipes Mtr 2 255.90 511.80

b) 18.7.2 20 mm nominal outer dia Pipes Mtr 5 325.10 1625.50

c) 18.7.3 25 mm nominal outer dia Pipes Mtr 1 408.55 408.55

3.2 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all CPVC

plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m

spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and the cost of cutting chases and making good the

same including testing of joints complete as per direction of Engineer in

Concealed work, including cutting chases and making good the

a) 18.8.1 15 mm nominal outer dia Pipes Mtr 3 441.15 1323.45

b) 18.8.2 20 mm nominal outer dia Pipes Mtr 2 513.75 1027.50

3.3 18.12 Providing and fixing GI pipes complete with GI fittings including

trenching & refilling etc.

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-52 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

External works:

a) 18.12.6 50mm nominal bore Mtrs 10 654.20 6542.00

3.4 18.13 Making connection of GI distribution branch with GI main of following

sizes by providing & fixing tee, including cutting and threading the pipe

3.5 18.17 Providing and fixing gun metal gate valve with CI wheel of approved

quality (screwed end).

a) 18.17.1 25mm nominal bore Each 1 532.35 532.35

b) 18.17.1A 20mm nominal bore Each 1 461.75 461.75

3.6 18.18 Providing and fixing ball valve (brass) of approved quallity. High or low

pressure, with plastic floats complete.

a) 18.18.1 15 mm nominal bore Each 1 348.85 348.85

3.7 18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring

and tapping the main :

a) 18.20.2 20 mm nominal bore Each 1 347.90 347.90

3.8 18.21 Providing & fixing unplasticised PVC connection pipe with brass unions:

a) 18.21.1 30cm length

ai) 18.21.1.1 15mm nominal bore Each 2 74.80 149.60

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-53 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

3.9 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic

paint of approved quality :

a) 18.40.6 50 mm diameter pipe Mtr 10 25.25 252.50

3.10 18.41 Providing & fitting sand of grading zone V or coarser grade alround the

GI pipes in external work:

a) 18.41.6 50mm diameter pipe Mtr 10 176.90 1769.00

3.11 18.48 Providing and placing on terrace (at all floor levels) polythene water

storage tank of approved brand and manufacture with cover and

suitable locking arrangement and making necessary holes for inlet ,

outlet and overflow pipes but without fittings and the base support for

a) 18.48A Circular tank Litre 300 9.70 2910.00

3.12 18.49 Providing & fixing CP brass bib cock of approved quality conforming IS

a) 18.49.1 15mm nominal bore Each 1 434.20 434.20

3.13 18.52 Providing and fixing CP brass stop cock (concealed) of standard design

and approved make confirming to IS: 8931.

a) 18.52.1 15mm nominal bore Each 1 594.75 594.75

3.14 18.53 Providing and fixing CP brass angle valve for basin mixer and geyser

points of approved quality confirming IS: 8931:

a) 18.53.1 15mm nominal bore Each 2 500.35 1000.70

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-54 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

3.15 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and

make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D.

a) 18.62.1 15 mm nominal bore, 105 mm long, weighing not less than 138 gms Each 1 161.55 161.55

3.16 18.76 Cutting holes up to 30x30 cm in walls including making good the same:

a) 18.76.1 With common burnt clay F.P.S. (non modular) bricks Each 2 362.40 724.80

3.17 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing Each 2 377.10 754.20

drain pipe etc. and repairing the hole after insertion of drain pipe etc.

with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), including finishing complete so as to

make it leak proof.

SUB TOTAL( WATER SUPPLY) 23394.65

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-55 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

4.00 D) SEWERAGE & DRAINAGE

4.1 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with

stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine

sand) including testing of joints etc. complete :

4.2 19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand

: 10 graded stone aggregate 40mm nominal size) alround SW/RCC NP2

pipes including bed concrete as per standard design.

a) 19.2.1 100 mm dia SW/RCC NP2 pipe Mtr 2.00 895.50 1791.00

4.3 19.4 Providing and fixing square - mouth SW gully trap class -1 complete

with CI grating brick masonry chamber with water tight CI Cover with

frame of 300x300mm 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

a) 19.4.1 100x100mm size 'P' type

ai) 19.4.1.1 With common burnt clay F.P.S ( non modular ) bricks of class Each 1.00 2453.55 2453.55

designation 7.5

4.4 19.6 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 :

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-56 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

4.5 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement:

4 coarse sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4

graded stone aggregate 20 mm nominal size), fondation concrete 1:4:8

(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 with floating coat of neat cement and making

channels in cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded

stone aggregated 20 mm nominal size) finished with a floating coat of

neat cement complete as per standard design.

a) 19.7.1 Inside size 90 x 80 cm and45cm deep including CI cover with frame

(light duty ) 455 x 610 mm internal dimensions total weight of cover and

frame to be not less than 38 kg) (weight of the cover 23 kg and weight of

ai) 19.7.1.1 With common burnt clay F.P.S ( non modular ) bricks of class Each 1.00 11687.10 11687.10

designation 7.5

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-57 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

4.7 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 1.00 487.10 487.10

encapsulated as per IS:10910 on 12mm dia steel bar comforming to

IS:1786 having minimum cross section as 23mm x 25mm and over all

minimum length 263 mm and width as 165mm with minimum 112mm

space between protruded legs having 2mm tread on top surface by

ribbing or chequiring besides necessary & adequate anchoring

projections on tail length on 138mm as per standard drawing and

suitabbe to with stend the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification mark

to be visible even after fixing, including fixing in manholes with

30x20x15cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6

graded stone aggregate 20mm nominal size) complete as per design.

4.8 19.21 Making connection of drain or sewer line with existing manhole including

breaking into and making good the walls, floors with cement concrete

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) cement plastered on both sides with cement mortar 1:3 (1

cement : 3 coarse sand), finished with a floating coat of neat cement

and making necessary channels for the drain etc. complete :

a) 19.21.1 For pipes 100 to 250 mm diameter Each 1.00 683.70 683.70

4.9 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with

bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including

500x450 mm pre-cast R.C.C. horizontal grating with frame complete as

per standard design :

a) 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class Each 2.00 5589.45 11178.90

designation 7.5

SUB TOTAL( SEWERAGE & DRAINAGE) 44456.85

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-58 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

5.00 EARTH WORK

5.1 2.6 Earth work in excation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm in depth, 1.5 in

width as well as 10 sq.mt in plan) including disposal of excavated earth

lead upto 50m and lift upto 1.5 m disposed earth to be levelled and

neatly dressed.

a) 2.6.1 All kind of soil Cum 1.70 205.45 349.27

5.2 2.10 Excavating trenches of required width for pipes, cables, etc. including

excavation for sockets and refessing of sides, ramming of bottom depth

upto 1.5m including getting out the excavated soil, and then returning

the soil as required in layers not exceeding 20mm in depth including

consolidating earth deposited layer by ramming, watering etc. and

disposing of surplus excavated soil as directed within a lead of 50m.

a) 2.10.1 All kinds of soil

ai) 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Mtr 12.00 417.35 5008.20

5.3 2.25 Filling available excavted earth (excluding rock) in trenches, plinth sides cum 0.57 253.95 143.91

of foundations etc. in layet not exceeding 20 cm in depth consolidation

earth deposited layer by ramming and watering lead upto 50m and lift

SUB TOTAL( EARTH WORK) 5501.37

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-59 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

6.00 RAIN WATER PIPING

6.1 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron Each 1.00 47.90 47.90

grating 15 cm diameter and weighing not less than 440 grams.

6.2 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water

pipes conforming to IS : 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for thermal expansion,

(i) Single socketed pipes.

6.3 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain water pipes conforming to

IS : 13592 Type A, including jointing with seal ring conforming to IS :

5382, leaving 10 mm gap for thermal expansion.

a) 12.42.3 Single tee with door

c) 12.42.6 Shoe (Plain)

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-60 CHACHA Date: 2022.10.18

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

6.4 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design

to unplasticised - PVC rain water pipes by means of 50x50x50 mm

hard wood plugs, screwed with M.S. screws of required length,

including cutting brick work and fixing in cement mortar 1:4 (1 cement :

4 coarse sand) and making good the wall etc. complete.

SUB TOTAL( RAIN WATER PIPING) 2271.95

ANUJ NAVNEET Digitally signed by ANUJ

PHE-Type-II-61 CHACHA Date: 2022.10.18

PROJECT-ALIGARH SPORTS COMPLEX

SUMMARY FOR PHE & FIRE FIGHTING WORKS

S.NO DESCRIPTION OF ITEMS

DSR 2021 SOR MR

A INTERNAL PLUMBING SYSTEM

I) SANITARY INSTALLATION 436177.00 544450.00 1078999.00

II) INTERNAL DRAINAGE 1008084.00 30030.00 114428.00

III) RAIN WATER WORK 825.00 1640.00 157952.00

V) EXTERNAL PLUMBING WORK UPTO FIRST MANHOLE 534214.00 1039300.00 144540.00

B EXTERNAL PLUMBING SYSTEM

SUB HEAD (I) - EXTERNAL WATER SUPPLY & IRRIGATION 381661.25 1144950.00 21590.00

SUB HEAD-(II) - SEWERAGE SYESTEM 696621.34 731670.00 367150.00

SUB HEAD-(III) - DRAINAGE SYSTEM 1803807.42 168660.00

SUB HEAD-(IV) - RAIN WATER HARVESTING (3 NOS.) 1554498.75 113371.22

SUB HEAD-(V) - WATER SUPPLY PUMPS & EQUIPMENTS AND

WATER TREATMENT UNIT

SUBHEAD (VII) - BOREWELL (2 NOS.)

C SWIMMING POOL (ELECTRO MECHANICAL) 527,76,082.00

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

D INTERNAL & EXTERNAL FIRE FIGHTING SYSTEM 8798727.90 10075218.05

TOTAL OF DSR + NON DSR ITEM 885,12,237.44

GRAND TOTAL 885,12,237.00

GRAND TOTAL 885,12,237.00

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

PROJECT-ALIGARH SPORTS COMPLEX

DETAILED ESTIMATE OF SWIMMING POOL WORKS

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

Supply, Installation, Testing & commissioning of totally anticorrosive vertical dual media filter unit

of capable of accommodating 120000 Ltr/hour Flow of multiport Valve and all accessories

Maximum working pressure 3.5 Bar.

• Non Corrosive matrial.

• Maximum operating temperature 50ºC.

• UV resistant surface.

• Design for 4x safety factor.

• With 5 year filter shell warranty.

Height : 2350 mm

Output flow : 118 m³/hr

2 FILTER MEDIA

Supplying & placing silica sand filter media of granule size between 0.4 and 0.8 mm KG

Supplying & placing underbed gravel filter media of size varying from 1-2 mm. KG

3 FILTRATION PUMP/MONOBLOCK

Supplying, Installation & commissioning of end suction centrifugal pump Designed for commercial

pools, spas, water parks and aquariums of following features:

• Motor is suitable for most VFD's.

• Use of Burgmann commercial mechanical seal guarantees best performance.

• SKF bearings are selected to provide the most durable and efficient performance ever

• Internal three phase thermistor to protect motor.

Flow : 130000 LPH

3.1 FRONTAL PIPING WITH VALVES

Supply of Frontal Piping with valves for the above Filter with Valve Manifold made in PVC with

flanges for connecting to filters as per DIN 2501 standards. Consists of set of 5 - butterfly valves Nos.

for carrying out filtration, back-washing, rinsing and shut down of the filters. Size : 160mm

3.2 SUPPORTS FOR FRONTAL PIPING

Supply of Valve Manifold Supports for the above frontal piping and Filter Plant.

Valve manifold supports made in Zinc Plated Steel. Height and Size as per the Filter Plant (the Nos.

supports should be of the same manufacturer of Filter Plant )

3.3 SUPPORTS BRACKETS FOR FRONTAL PIPING

Supply of Support Brackets at least at two positions fixed to the Valve manifold.The support

brackets should be of the same manufacturer of filter plant

3.4 DOSING PUMP

Supply of DOSING PUMP for disinfectant dosing Membrane Electronic dosing pump to be

mounted both on its base as well as hung on the wall. Pumps following CE regulations. IP- 65 Nos.

protection. Power connections : 220/240V, 50/60 Hz. The materials in contact with liquid should

be : Polypropylene, Viton, Teflon and PVC. Flow rate 15-20 l/hr @ 5 bar

SOLUTION PREPARATION TANK

Supplying & placing of Semi transparent polyethylene tank with external scale so that levels can be

checked easily, capacity of tank should be 100 lts rested on a proper foundation . The above doser Nos.

will suck the chemicals from the tank as desired for the pool water disinfection

Supplying & placing of Agitators-Agitators for easy installation in the tanks, provided with

steering grip in bakelite, rod and propeller arms in PVC, length of stirring rod to be minimum Nos. ANUJ NAVNEET Digitally signed by ANUJ

900 mm long so that the chemicals in the tank can be stirred properly

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

Supplying & placing of VGBA 8"MNDRN DUAL BOT PORT ABS SUMP WHT New, Improved

8” Round Main Drain

• Now Available in Multiple Colors

• Compliant with the Virginia Graeme Baker Act

• NSF 50 Certification. Approved for use in commercial

ANUJ NAVNEET Digitally signed by ANUJ

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

Supplying & placing of Floor Inlet 2" for concrete Pool - UV

Resistance and better grade of ABS used gives longer lifespan• Different options of fitment (e.g)

Press fit in 1.5” PVC pipe, Adjustability gives options to vary the flow as required indifferent sizes

7 SUCTION / VACUUM

Supplying & placing of Suction Fitting 2" for Concrete Pools - UV Resistance and better grade of

ABS used gives longer lifespan• Different options of fitment (e.g) Press fit in 1.5” PVC pipe,2” FTR Nos.

New suction fittings holds the hose gives more freedom for the maintenance of pool

8 GUTTER DRAIN

Supplying & placing of DRAIN GUTTER W/GRATE 2.5 - Pentair gutter drains come with an extra

deep socket connection.

9 WALL CONDUIT

Supplying & placing of Wall Conduit 2' for Concrete Pool - UV Resistance and better grade of ABS

used gives longer lifespan• Different options of fitment (e.g) Press fit in 1.5” PVC pipe,2” FTR or

Pentair standard wall conduit gives freedom of installation to installer• Adjustability gives options

to vary the flow as required indifferent sizes of pools •

10 OVERFLOW GRATING

Supplying & placing of Overflow Grating-Grating295mm - Manufactured in weather proof (UV

Protected) Polypropylene for long life.

Single spine to match the pool shape.Heavy

duty with Non slip surface for safety.

Available in white, Blue & black colour to

best suit the deck

11 OVERFLOW GRATING PROFILE

Supplying & placing of OVERFLOW GRATING PROFILE - Overflow Grate Channel Profile 26mm Mtrs

12 POOL LIGHTS

Supplying & placing of IntelliBrite 5g White LED Light 55W IntelliBrite® 5g assure the purest and

whitest illumination in your commercial water with the IntelliBrite® 5g White LED

Light. With an equivalent light output equal to a 300, 400 and 500 watt incandescent light, the

commercial IntelliBrite 5g

white LED light enhances the beauty of commercial water features, water theme parks and

municipal pools. These energy

saving LED lights provide powerful illumination while utilizing minimal electrical consumption. Let

IntelliBrite 5g white LED

commercial lighting systems from Pentair delight evening swimmers.IntelliBrite 5g white LED lights

12.1 use only 45-70 watts.

• Now in 300, 400 and 500 watt incandescent light equivalents.

• The brightest white LED pool lighting option on the market.

• LED technology provides longer life, and up to 86% less

energy than comparable incandescent lights.

• Superior lens geometry and exclusive reflector design

combine to create a wider beam and more uniform light

• Solid-state technology with no internal filament.

• Compatible with our stainless steel and plastic niches.

• Available in 120V and 12V versions.

POOL NICHES ANUJ NAVNEET Digitally signed by ANUJ

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

Supplying & placing of PLASTIC NICHES FOR SWIMMING POOLS AND SPAS - Gunite Plastic Niches -

these plastic concrete niches are molded of high strength, corrision resistant PVC with a one ince

PVC hub. Both 450 and 3/4in reducer busings are included. Gunite models feature rebar tie-backs

and a plaster ring for

clean, simple installations and all are packed with a gunite/plaster shield.

QuickNiche - One look at the QuickNiche is all it takes to see that this is a product that really lives

up to its name. It is an

easy to- install, super-sealing light niche for vinyl liner pools. It features a revolutionary lock-ring

design that mounts and

12.2 seals like a vinyl inlet fitting fast, secure, and totally leak proof • Exclusive cord seal grommet Nos.

(Accessory sold separately)

• Large and small models

• Rebar tie-backs

• Plaster ring for secure sealing

• Internal/external bonding lugs

• High strength PVC construction

• Rear one inch PVC hub

• Includes 45 degree and 3/4 in. reducer bushings

• Includes gunite/plaster shield

13 Supplying & placing of Conduit Hose Nos.

14 Supplying & placing of Deckbox Nos.

15 TRANSFORMER

Supplying & placing of Transformer For Light 300w12v with PC Box IP - 67 • Compact design.

• Suitable for all types of circuit board.

• Quick and easy installation.

• Connection via terminals protected against indirect contacts. Nos.

• Up to 40 m between the spotlight and transformer.

• IP-20 protection rating.

• Age-resistant housing.

16 POOL LADDERS

Supplying & placing of Mixed Ladder 3Steps (Aslip) AISI 304 Dynamica Available Corrosion

Resistance AISI 304 and AISI 316.

Bright polished and top quality stainless steel tubes.

Supplied with accessories rubber bumpers, fixing anchors,

escutcheon plates and stainless steel fasteners for simple

trouble free installation.

ANUJ NAVNEET Digitally signed by ANUJ

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

Supplying & placing of Mixed Ladder 4Steps (Aslip) AISI 304 Dynamica Available Corrosion

Resistance AISI 304 and AISI 316.

Bright polished and top quality stainless steel tubes.

Supplied with accessories rubber bumpers, fixing anchors,

escutcheon plates and stainless steel fasteners for simple

trouble free installation.

Supplying & placing of Mixed Ladder 5Steps (Aslip) AISI 304 Dynamica Available Corrosion

Resistance AISI 304 and AISI 316.

Bright polished and top quality stainless steel tubes.

Supplied with accessories rubber bumpers, fixing anchors,

escutcheon plates and stainless steel fasteners for simple

trouble free installation.

Supply, Installation, Testing & commissioning of Swimming Pool Heat Pumps adapt the most

advanced heat pump technology for hating and keeping constant temperature for pools. The

application of patented titanium double coil heat exchanger which is corrosion resisting, can not

17 only improve the heating efficiency, but also extend the working life of the units. Mean while, the Nos.

units can run stably at the temperature as low as 10 C. Heat Pumps are specially suitable for

commercial pools. Heat & Chill Pump

210KW Vertical with titanium tube in PVC heat exchanger , Scroll Compressor Power Supply

18 MAINTENANCE EQUIPMENT

18.1 Supplying & placing of Vac head with 4 wheels ,Alu body ,plastic handle(44.5*13cm) Nos

18.2 Supplying & placing of Hose pipe - Extruded PE. ∮1 1/2" - 30M Nos. JOB 527,76,082.00

ANUJ NAVNEET Digitally signed by ANUJ

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

TELESCOPIC POLE

18.3 Supplying & placing of TELESCOPIC POLE - 2.44m -> 4.88m Telescopic Pole Nos.

18.4 Supplying & placing of Deep Leaf Rake Nos.

18.5 Supplying & placing of Hand Skimmer Nos.

18.6 Supplying & placing of SS Algae Brush Nos.

18.7 Supplying & placing of Curved Brush - 18" Brush - Alu Back Nos.

18.9 Supplying & placing of Straight Brush - Standard Wall Brush 18" Nos.

18.10 Supplying & placing of Test Kit Cl + pH Nos.

Pool Ionization System

Design, Supply, Installation, Testing and Commissioning of Suitable for 220 m3/HR, Technical

Specifications - Ionizer system comprising of electronic control panel to generate low power DC

supply for electrode of copper and Silver, timing device to change polarity after every 6 to10

a) SS BODY BODY - silver+ copper electrodes in each chamber

d) Silver / Copper electrodes in each chamber

c) Control panel and control unit with voltage and LED display meters. Nos.

d) Automatic polarity reversal serve with indication cables up to 3 Meters to connect with

e) Inlet /out let Header line for Ionizer – common header line s with common header line for inlet

f) Maximum pressure – 2.5- 3.0 Kg/cm2 with piping, header line, flange, bolting inclusive of

installation & commissioning of system

A Total in Ruppes for equipment

Providing & fixing UPVC (chlorinated Ply Vinly Chloride) water supply pipes with pipes to handle

pressure upto 10KG/cm2. Pipes shall be joined using solvent welded UPVC fitting i.e. Tees, elbows,

1 Couplers, Unions, Reducers, brushings etc. with only UPVC solvent cement. Velocity Considered:

1.2-1.5 m/sec at Suction and 2.0- 2.5 m/sec at Disharge. & Overflow pipe : 0.8-1.0 m/sec Make:

i) 32 mm dia Mtr.

ii) 50 mm dia Mtr.

iii) 63 mm dia Mtr.

iv) 75 mm dia Mtr.

v) 90 mm dia Mtr.

vi) 110 mm dia Mtr.

vii) 160 mm dia Mtr.

vii) 200 mm dia Mtr.

ix) 250 mm dia Mtr.

x) 315 mm dia Mtr.

Note: Piping data considerd as pump room from pool distance 10 meters ANUJ NAVNEET Digitally signed by ANUJ

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

Providing & fixing of uPVC ball / butterfly valve with uPVC flange and adapter. Working

pressure should be 10 kg/cm2.

i) 32 mm dia Nos.

ii) 40 mm dia Nos.

iii) 50 mm dia Nos.

iv) 63 mm dia Nos.

v) 75 mm dia Nos.

vi) 90 mm dia with Flange Adaptor Nos.

vii) 110 mm dia with Flange Adaptor Nos.

160 mm dia with Flange Adaptor Nos.

200 mm dia with Flange Adaptor Nos.

250 mm dia with Flange Adaptor Nos.

NON RETURN VALVE

Providing & fixing of uPVC check valve with complete uPVC flange adapter / Socket connections.

i) 50 mm dia Nos.

ii) 63 mm dia Nos.

iii) 75 mm dia Nos.

iv) 90 mm dia Nos.

v) 110 mm dia Nos.

vi) 160 mm dia Nos.

vii) 200 mm dia Nos.

Providing & fixing of uPVC puddle sleeve manufactured out of 10 kg/cm2 pressure pipe and flange

for balancing tank.

i) 32 mm dia Nos.

ii) 40 mm dia Nos.

iii) 50 mm dia Nos.

iv) 63 mm dia Nos.

v) 75 mm dia Nos.

vi) 90 mm dia Nos.

vii) 110 mm dia Nos.

viii) 160 mm dia Nos.

ix) 200 mm dia Nos.

x) 250 mm dia Nos.

xi) 315 mm dia Nos.

ELECTRICAL ITEMS

ANUJ NAVNEET Digitally signed by ANUJ

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

ELECTRICAL CABLING

5 Providing & fixing of 1100V PVC insulated flexible copper cables for light connections

i) 2 Core 1.5 Sq mm Mtr.

ii) 2 Core 2.5 Sq mm Mtr.

iii) 3 Core 4 Sq mm Mtr.

iv) 3 Core 6 Sq mm Mtr.

6 Providing & fixing of PVC armoued cables with copper conductor 650/1100 V,

i) 3 Core 2.5 sq mm Mtr.

ii) 3 Core 4 sq mm Mtr.

iii) 3 Core 6 sq mm Mtr.

Providing & fixing of PVC armoued cables with copper conductor 650/1100 V, for Pumps & Heat

Pump Connections

i) 4 Core 4 sq mm - filtration pumps Mtr.

ii) 4 Core 6 sq mm Mtr.

iii) 4 Core 10 sq mm Mtr.

iv) 4 Core 16 sq mm - heat pumps Mtr.

i) Providing & fixing of 20 mm PVC conduit including bends and fittings Mtr.

ii) Providing & fixing of 25 mm PVC conduit including bends and fittings Mtr.

iii) Providing & fixing of 32 mm PVC conduit including bends and fittings Mtr.

Providing & fixing of G.I. slotted cable tray supported from ceiling at intervals of 60cms on both

9 ends including cable clips with nuts and bolts welding of support rods with ceiling inserts or

through dash fasteners cutting and making good complete.

i) Cable Tray Double ended with GI cap size 150 x 40 mm deep Mtr.

ii) Cable Tray Double ended with GI cap size 100 x 40 mm deep Mtr.

10 EARTHING WIRE

i) Providing & fixing 8.0 SWG GI wire GI Earting Wire Mtr.

11 MILD STEEL PIPE SUPPORTS

i) Providing & fixing of MS support for pipes Kgs

ELETRCAL CONTRTOL PANEL

Providing & fixing of Complete Electrical Panel with CRCA sheet with 16 gauge with VAF meter.IP

42 , Phase indcator lamp for Main Panel, Auto/Manual switch for all pumps, with push button

on/off MCB for recirculation pumps ( 02 nos.),Dosing pump (01 nos.),Phase preventer ,

Underwater light (40watt/12v-15nos)

B Total in Ruppes for plumbing & electrical items

COMPETITION EQUIPMENT

1 STARTING BLOCKS

Providing & fixing of StartingPlatforms competition (Long Reach Standard Competitor 20"-29-1/2") Nos.

Providing & fixing of Anti wave Racing lane 25m Competition Nos.

3 ANCHORING SOCKET

Providing & fixing of Stainless steel separator anchor zurich and wiesbaden type Nos.

ANUJ NAVNEET Digitally signed by ANUJ

4 FLOAT LINE ROLLER

S.NO. DSR 2021 /MR DESCRIPTION OF ITEMS UNIT RATE AMOUNT

Providing & fixing of Float Line Roller - Separator collection wheel 1.8m Nos.

5 BACKSTROKE TURN INDICATORS

Providing & fixing of For pools up to 25m wide (posts are complete with cords with floats)/ pair

6 ANCHORING SOCKET

Providing & fixing of Stainless steel separator anchor zurich and wiesbaden type Nos.

7 FALSE START INDICATORS

Providing & fixing of False start post indicator - For pools up to 25m wide (posts are complete with

cords with floats)/ pair Nos.

8 ANCHORING SOCKET

Providing & fixing of Stainless steel separator anchor zurich and wiesbaden type Nos.

9 LIFE GUARD CHAIR

Providing & fixing of Lifeguard Chair made in Stainless Steel AISI-304 - Lifeguard Chair made in

Stainless Steel AISI-304. With dismountable base plate. Steps, Platform, chair, including parasol Nos.

holder made of polypropylene fibre-glass.

10 LIFEBUOYS RING

Providing & fixing of Life Buoys ring for pool safety - Supply of Life Buoys ring for pool safety. The

same mounted near the Swimming Pool as per the Safety Requirements

11 LIFEBUOY HOLDER POST

Providing & fixing of Lifebuoy holder post - Lifebuoy holder post in polished AISI-316 stainless steel

(Ø 43 mm). Baseplate with 3 holed. Supplied with flexible seal, wall plugs and screws.

13 LIFEBGUARD LOOP

Providing & fixing of Lifeguard Loop -Supply of Lifeguard Loop and placed near the pool area as per

the safety requirements

C Total in Ruppes for Compitition equipment items

ANUJ NAVNEET Digitally signed by ANUJ

PROJECT-ALIGARH SPORTS COMPLEX

SUMMARY FOR INTERNAL & EXTERNAL FIRE FIGHTING SYSTEM

SN DESCRIPTION OF ITEMS

1 PACKAGE - INTERNAL & EXTERNAL FIRE FIGHTING SYSTEM 8798727.90 10075218.05

TOTAL OF DSR + NON DSR ITEM 18873945.95

SAY TOTAL 18873946.00

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.10.18

SCHEDULE OF QUANTITIES

PROJECT-ALIGARH SPORTS COMPLEX

PACKAGE - INTERNAL & EXTERNAL FIRE FIGHTING SYSTEM

S.No DSR Description Unit QTY Rate DSR- MARKET AMOUNT DSR AMOUNT MR

2022/MR 2019 RATE

1.00 18.1 (A) Supplying, installation, testing and commissioning of Electric driven Main Fire

Pump suitable for automatic operation and consisting of following, complete in

all respects, as required :

(a) (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body &

bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.

(b) (C) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500

RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55

protection for enclosure, horizontal foot mounted type with Class-'F' insulation,

conforming to IS-325.

(c) (D) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts

etc. as required.

(d) (E ) Suitable cement concrete foundation duly plastered with anti vibration pads.

18.1.5 2280 lpm at 70 m Head (For Hydrant Pump) Set 1 369064.00 369064.00 0.00

18.1.5 2280 lpm at 70 m Head (For Spinkler Pump) Set 1 369064.00 369064.00 0.00

Note: *The head of the pump is selected in a manner so as to give a minimum

3.5kgf/cm2 pressure at the highest/farthest point.

2.00 18.2 (A) Supplying, installation, testing and commissioning of diesel engine driven

main fire pump suitable for automatic operation and consisting of

following, complete in all respects, as required : (Diesel Driven Pump)

(B) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze

impeller with stainless steel shaft, mechanical seal conforming to IS 1520.

(C) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming

to relevant IS standard complete with auto starting mechanism, 12 /24 volts

electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside

pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick

aluminium sheet cladding, residential silencer, instruments and

protection as per standard specification, stop solenoid for auto stop in the

event of fault with audio indications, painted with post office red colour etc. as

ANUJ NAVNEET Digitally signed by ANUJ

FF 74 CHACHA Date: 2022.10.18

(D) M.S fabricated, common base plate, coupling, coupling guard, foundation bolts

etc. as required.

(E ) Suitable cement concrete foundation duly plastered and with anti vibration

Note: *The head of the pump is selected in a manner so as to give a minimum

3.5kgf/cm2 pressure at the highest/farthest point.

3.00 18.3 (A) Supplying, installation, testing and commissioning of electric driven

pressurisation pump suitable for automatic operation and consisting of

following, complete in all respects, as required : (Jockey Pump)

(B) Horizontal type, multistage, centrifugal pump of cast iron body and bronze

impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.

(C) Suitable HP squirell cage induction motor TEFC type suitable for operation on

415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure,

horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325.

(D) M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts

etc. as required.

(E )Suitable cement concrete foundation duly plastered and with anti vibration

4 18.4 Supplying, installation, testing and commissioning of electric driven terrace pump

suitable for automatic operation and consisting of following, complete in all respects,

as required: (Terrace Pump)

Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze

impeller with stainless steel shaft, mechanical confirming to IS : 1520.

Suitable HP squirell cage induction motor TEFC type suitable for operation on 415

volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal

foot mounted type with Class-'F' insulation, conforming to IS-325.

M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as

Suitable cement concrete foundation duly plastered and with anti vibration pads.

ELECTRICAL SYSTEM ANUJ NAVNEET Digitally signed by ANUJ

FF 75 CHACHA Date: 2022.10.18

18.5.5 Fabrication, supply, Insallation testing & commissioning of Electrical control panel of

cubical construction, floor mounted type, fabricated out of 2mm thick CRCA

sheet, compartmentalised with hinged lockable doors, dust and vermin proof,

powder coated of approved shade after 7 tank treatment process, cable alley, inter-

connection with suitable size copper conductor cable/solid copper strip,

having switchgears and accessories, mountings and internal wiring, earth

terminals, numbering etc. complete in all respect, suitable for main fire

pump, pressurisation pump & diesel pump set complete as per CPWD

specification with following in coming and Outgoings, suitable for operation on

415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :

630A, 50kA 4 Pole MCCB, Ics=100% Icu Rating

Digital Voltmeter 0-500V with selector switch

Ammeter (0-630 A) with selector swtich & CTs etc.

LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps

Set of Copper Bus Bar 800Amps

( Note : All outgoing feeders for pumps should have digital Ammeter with

selector switches, and LED type ON, OFF, trip indicating lamps)

ANUJ NAVNEET Digitally signed by ANUJ

FF 76 CHACHA Date: 2022.10.18

200 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter

suitable for 100 hp pump with overload protection, current sensing type single

phase preventor complete with all acceessories and internal wiring required

for automatic operation, selector switch for local/remote, auto/manual/OFF

operation. - 2 sets

100 Amp, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic

Star/Delta starter with overload protection, current sensing type single phase

preventor complete with all acceessories and internal wiring required for

automatic operation, selector switch for local/remote, auto/manual/OFF operation. -

DIESEL ENGINE CONTROL

Control for diesel engine comprising -

Automatic/Manual selctor switch & 3 attempts starting device, timers and relays

as required, push buttons, start/stop in manual mode

Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on

Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30

V DC volt meter, and 0-20 A DC Ammeter

All standard relays and accessories for automatic operation of diesel engine

System Controller

Designing, Supply, Installation, Testing and commissioning of system

controller to control operation of main electric fire pump, diesel pump,

Pressurization pump, Terrace pump in sequence as per specification consisting of

relays, timers. Sensors, annunciation window for fault indication, complete as per

6 Supplying,Installation,testing & commissioning of dust & vermin proof double door

with canopy type taperd roof wall / floor mounted compartmentlised feeder piller

type cubical control Panel for fire fighting terrace pump of front area not less than 1.0

Sqmtr. and depth not less than 300 mm, made out of 2mm thick CRCA sheet with

100 Amp. 4 strip aluminium bus bars with front openable door & locking

arrangement, interconnection, control wiring, intrigation with pressure switch i/c

suppying & fixing following switchgears & control gears/starters etc. as required.

(a) 100 Amps. 16ka breaking capacity 4 pole MCCB-1 Nos.

(b) Voltmeter (0-500 Volt) with selector switch.-1 Nos.

(c) Ammeter (0-100 Amps.) with selector switch -1 Nos. ANUJ NAVNEET Digitally signed by ANUJ

(d) Set of 3 phase indication lamp-1 Set

FF 77 CHACHA Date: 2022.10.18

(e) 100 Amps. 4 strip insulated bus bars-1 Nos.

(a) 63 Amps. 10ka breaking capacity 3 pole MCCB--2 Nos.

(b) Ammeter (0-60 Amps.) with selector switch-2 Nos.

Suitable HP fully automatic Star/Delta Starter with over load protection, current

(c) sensing type single phase preventor complete with all accessories and internal wiring

required for automatic operation.- 2 Set

Selector switch for local/remote, auto/manual/off operation ON/OFF indication etc.- 31593.10

7.00 18.19 Supplying and fixing of fire brigade connection of cast iron body with gun metal

male instantaneous inlet couplings complete with cap and chain as reqd. for

suitable dia MS pipe connection conforming to IS 904 as required :

ANUJ NAVNEET Digitally signed by ANUJ

FF 78 CHACHA Date: 2022.10.18

8.00 MR-1 Providing and fixing fire brigade suction hose coupling (draw out connection) with nut Each 1 8386.00 0.00 8386.00

for female coupling as per IS-902 complete with 150mm dia. Suction pipe and foot

valve (to be connected to static tank) complete as required and as per enclosed

9.00 18.22 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as Each 6 1546.00 9276.00 0.00

10.00 DSR-2021- Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar Each 2 17577.90 35155.80 0.00

18.34 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top

diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and

RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine

sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating

coat of neat cement complete as per standard design :With common burnt clay

F.P.S.(non modular) bricks of class designation 7.5

11.00 18.9 Supplying and fixing single headed internal hydrant valve with instantaneous Each 12 6139.00 73668.00 0.00

Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked

conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap

and chain as required :

11.01 18.9.2 Single headed Stainless steel

12.00 18.10 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 Each 11 6139.00 67529.00 0.00

mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI

marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap

and chain as required :

12.01 18.10.2 Single headed Stainless steel

ANUJ NAVNEET Digitally signed by ANUJ

FF 79 CHACHA Date: 2022.10.18

13.00 18.18 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal Each 23 1662.00 38226.00 0.00

internal diameter size nozzle conforming to IS 903 suitable for instantaneous

connection to interconnect hose pipe coupling as required :

13.01 18.18.2 Stainless Steel (Grade 304)

14.00 18.13 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) Each 23 1321.00 30383.00 0.00

with orifice of required size to be fitted between flange & landing valve of external

and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2

complete as required.

15.00 18.16 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and Each 46 4448.00 204608.00 0.00

female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-

A) as required :

ANUJ NAVNEET Digitally signed by ANUJ

FF 80 CHACHA Date: 2022.10.18

15.01 18.16.2 Stainless Steel (Grade 304)

16.00 18.17 Supplying and fixing first-aid Hose Reel with MS construction spray painted Each 12 8675.00 104100.00 0.00

in post office red, conforming to IS 884 complete with the following as

20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2

as per IS: 12585

20 mm nominal internal dia gun metal globe valve & nozzle.

Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

17.00 MR-2/DSR Providing and fixing angle iron (40mmx40mmx5mm) door frame and MS sheet (6mm Each 12 7717.00 0.00 92604.00

BASED thick) cum glass shutter of size 2.1mtrx0.9mtr(N.S.) with 25mmx25mmx3mm angle

frame all around and stiffened in between i/c hinges, handle, locking arrangement,

painting with approved synthetic enamel paint i/c sign writing on glass at internal

hydrant including providing & fixing S.S. sheet 2mm thick on remaining portion above

door to close opening i/c painting etc. as required. Glass shall be 6 mm thick.

18.00 MR-3/DSR Providing & fixing of MS fire Hose cabinet outdoor type of size 0.90 Mx 0.60 Mx 0.50 Each 11 6838.00 0.00 75218.00

BASED M made of 6mm thick MS sheet with 6mm thick glazed glass doors i/c necessary

locking arrangement suitable to accomodate 2nos 15m long hoses, one no branch

pipe, etc. and mounted on 400 mm height agle . The cabinet shall be painted with red

colour shade No. 536 of IS: 5 externally & white internally complete in all respects for

internal hydrant and as per enclosed specification.

19.00 MR-4 Providing and fixing stainless steel standard fireman's axe with heavy insulated Each 12 1271.00 0.00 15252.00

rubber handle tested to 20000 volts as per IS : 926 complete.

ANUJ NAVNEET Digitally signed by ANUJ

FF 81 CHACHA Date: 2022.10.18

20.00 18.6 Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe

conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts

bolts, gaskets etc. in ground including welding, excavation & providing cement

concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape

as per IS 10221, refilling the trench etc. of following sizes complete as required.

21.00 18.7 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe

conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees,

flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with

suitable clamp/support frame and painting with two or more coats of synthetic

enamel paint of required shade complete as required :

22.00 18.11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with

bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required :

ANUJ NAVNEET Digitally signed by ANUJ

FF 82 CHACHA Date: 2022.10.18

23.00 18.14 Providing, installation, testing and commissioning of non-return valve of

following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts,

nuts, washers etc.as required :

24.00 18.12 Supplying, fixing, testing & commissioning of double flanged sluice valve of

rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked

complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following

sizes as required :

25.00 DSR-2021- Providing and fixing gun metal gate valve with C.I. wheel of approved quality

18.17 (screwed end) :

26.00 18.15 Providing, installation, testing and commissioning of stainless steel Y-strainer

fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia

holes with stainless steel flange.

27.00 MR-5 Providing & fixing of 25mm dia. gunmetal air release valve with all fittings and forged Each 3 1271.00 0.00 3813.00