Construction of A Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

Bill of Quantity

Abstract of Cost - Civil/Plumbing/Fire & Electrical/LV Works

Location:- Raksha Vihar Kanpur, Uttar Pradesh.

S.No. Description DSR Amount NDSR Amount Total Amount

S.No. Description DSR Amount NDSR Amount Total Amount

1 Internal & External Civil Works 21,10,05,512.84 10,89,739.33 21,20,95,252.17

2 Internal & External Plumbing Works 1,62,55,890.20 49,95,945.00 2,12,51,835.20

4 Internal Electrical & LV Works 1,89,14,401.72 4,53,436.00 1,93,67,837.72

5 External Electrical Works 59,32,788.00 1,30,75,567.53 1,90,08,355.53

Grand total (DSR + NDSR) ₹ 27,31,55,013.97

Grand total (DSR + NDSR) ₹ 27,31,55,013.97

Digitally signed by GOUTAM

NAME OF WORK: Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other

facilities of Kendriya Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

COST SUMMARY - CIVIL WORKS

ESTIMATE BASIS - DSR 2023 (CIVIL WORKS) & DSR 2025 (H & L WORKS)

S. No. Sub-Head

1 Earthwork 47,89,695.25 -

2 Anti-Termite Treatment 8,23,226.90 -

3 Concrete Works - Upto Plinth 3,98,46,566.65 -

4 Concrete Works - Superstructure 5,45,77,149.60 -

5 Masonary Work 2,11,62,045.45 -

8 Steel Works 80,86,609.65 -

12 Structural Glazing & Façade Works 9,65,160.75 7,57,093.33

13 Dismantling and Demolishing 70,231.25 -

14 Rain Water Harvesting 21,09,795.50 -

Modified Estimated Cost after using Correction factor on DSR

2023 on account of GST @0.973 (Ref. CPWD Office

Memorandum File No. 158/SE (TAS)/GST/2024/O2-E dated

Sub Total after adding Cost Index @3% 20,83,44,950.14

15 Horticulture Work 26,60,562.70 -

TOTAL (DSR + NDSR): 21,20,95,252.17

NAME OF WORK: Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

BILL OF QUANTITY FOR CIVIL WORKS

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

1.0 Earthwork:

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of

the area cleared.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto

2.25(a) 1.2 a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm Cum 1800 700.5 1260900

in trenches, plinth, sides of foundation etc. complete.

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

areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting

out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-

charge - In all kinds of soil

Close timbering over areas including strutting, shoring and packing cavities (wherever

required) etc. complete. (Measurements to be taken of the face area timbered):

2.18.1 a) Depth not exceeding 1.5m Sqm 75.00 125.80 9,435.00

2.18.2 b) Depth exceeding 1.5m but not exceeding 3m Sqm 75.00 144.10 10,807.50

2.18.3 c) Depth exceeding 3m but not exceeding 4.5m Sqm 32.00 163.15 5,220.80

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

2.25 1.5 in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and Cum 4,003.00 196.00 7,84,588.00

watering, lead upto 50m for all lift.

Supplying and filling in plinth with sand under floors, including, watering, ramming

consolidating and dressing complete

Banking excavated earth by mechanical/ manual means in layers not exceeding 20cum in

depth, breaking clods, watering, rolling, each layer with 1/2 tonne roller, or wooden or steel

2.3.1 1.7 rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonne and Cum 1,497.00 197.90 2,96,256.30

dressing up, in embankment for roads, floor banks, marginal banks and guide banks etc., lead

upto 50m and for all lift - in All kinds of soil.

Total Carried Over to Summary: - 47,89,695.25 -

3.0 Anti-Termite Treatment: -

Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorpyriphos/ Lindane emulsifiable concentrate of 20%.

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

(excluding the cost of chemical emulsion) :

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

2.35.2.1 a) litres per linear metre including drilling and plugging holes etc.: With Chlorpyriphos/ Lindane Metre 805.00 53.45 43,027.25

E.C. 20% with 1% concentration

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: With Chlorpyriphos/Lindane E.C. 20%

with 1% concentration

Total Carried Over to Summary: - 8,23,226.90 -

Concrete Works - Upto Plinth: Digitally signed by GOUTAM2

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

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

centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in

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

improve durability and workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering,

finishing and reinforcement as per direction of the engineer-in-charge; for the following

grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall

be payable separately. In case the cement content in design mix is more than 110% of the

specified minimum cement content, the contractor shall have discretion to either re-design

the mix or bear the cost of extra cement.

5.33.1 a) All works upto plinth level. - -

5.33.1.1 i) Concrete of M25 grade with minimum cement content of 330 kg/ cum. Cum 740.00 9,504.75 70,33,515.00

5.33.1.2 ii) Concrete of M30 grade with minimum cement content of 350 kg/ cum. Cum 661.28 9,655.70 63,85,127.09

Add for using extra cement or recovery for less cement consumed in the items of Design Mix

over and above the specified cement content therein.

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

position and binding all complete up to plinth level.

5.22.6 a) Thermo-Mechanically Treated bars of grade Fe-500 D or more. Kg. 1,85,822.00 107.85 2,00,40,902.70

5.9 4.5 Centering and shuttering including strutting propping etc and removal of form for: - -

5.9.1 a) Foundations, footings, bases of columns etc for mass concrete Sqm 1,755.00 392.15 6,88,223.25

5.9.2 b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. Sqm 322.00 842.50 2,71,285.00

5.9.3 c) Suspended floors, roofs, landings, balconies and access platform Sqm 70.00 927.25 64,907.50

5.9.5 d) Lintels, beams plinth beams, girders, bressumers and cantilevers Sqm 1,909.00 736.40 14,05,787.60

5.9.6 e) Columns, pillars, piers, abutments, posts and struts Sqm 824.00 961.30 7,92,111.20

5.9.7 f) Stairs, (excluding landings) except spiral staircases Sqm 5.00 764.95 3,824.75

Total Carried Over to Summary: - 3,98,46,566.65 -

5.0 Concrete Works - Superstructure: -

Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in

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

improve durability and workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all floor to floor heights and all leads; but excluding the

cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall

be payable separately. In case the cement content in design mix is more than 110% of the

specified minimum cement content, the contractor shall have discretion to either re-design

the mix or bear the cost of extra cement.

5.33.2 a) All works above plinth level upto floor V level - 3

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

5.33.2.1 i) Concrete of M25 grade with minimum cement content of 330 kg /cum. Cum 1,470.00 9,860.40 1,44,94,788.00

5.33.2.2 ii) Concrete of M30 grade with minimum cement content of 350 kg/cum. Cum 268.00 10,011.35 26,83,041.80

Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.

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

position and binding all complete above plinth level.

5.22A.6 a) Thermo-Mechanically Treated bars of grade Fe-500 D or more. Kg. 2,29,900.00 107.85 2,47,94,715.00

Centering and shuttering including strutting propping etc and removal of form for upto 3.6m

floor to floor heights for:

5.9.3 a) Suspended floors, shelves, roofs, landings, balconies and access platform Sqm 6,117.00 927.25 56,71,988.25

5.9.5 b) Lintels, beams plinth beams, girders, bressumers and cantilevers Sqm 3,782.00 736.40 27,85,064.80

5.9.6 c) Columns, pillars, piers, abutments, posts and struts Sqm 4,119.00 961.30 39,59,594.70

5.9.7 d) Stairs, (excluding landings) except spiral staircases Sqm 222.00 764.95 1,69,818.90

Total Carried Over to Summary: - 5,45,77,149.60 -

6.0 Masonry Work -

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

6.1.1 a) Cement mortar 1:4 (1 cement : 4 coarse sand). Cum 28.00 7,370.65 2,06,378.20

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above

plinth level up to floor V level in all shapes and sizes in:

6.4.1 a) Cement mortar 1:4 (1 cement : 4 coarse sand). Cum 1,201.00 9,344.35 1,12,22,564.35

Extra for brick work/ AAC block masonry/ Tile brick masonry in superstructure above floor V

level, for each four floors or part thereof by mechanical means.

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

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

6.13.2 a) Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 937.00 1,123.80 10,53,000.60

Extra for brick work/ AAC block masonry/ Tile brick masonry in superstructure above floor V

level, for each four floors or part thereof by mechanical means.

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

half brick masonry.

Brick work with non modular fly ash bricks conforming to IS:12894, class

designation 10 average compressive strength in super structure above

plinth level up to floor V level in :

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

Total Carried Over to Summary: - 2,11,62,045.45 -

7.0 Flooring: -

Providing and fixing 10mm thick acid and/ or alkali resistant tiles of approved make and colour

using acid and/ or alkali resisting mortar bedding, and joints filled with acid and/ or alkali

resisting cement as per IS: 4457, complete as per the directions of Engineer-in-Charge.

In flooring on a bed of 10mm thick mortar 1:4 (1 acid proof cement cement: 4 coarse sand) -

Acid and Alkali resistant tile.

In dado/ skirting on 12mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand) - Acid and

Alkali resistant tile.

Digitally signed by GOUTAM4

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Providing and laying Vitrified tiles in floor and wall 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

11.41A 7.2 providing uniform grooves, grouting the joints with white cement and matching pigments etc - -

complete as per approved design, drawing. 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.1.1 a) Double charged vitrified tile polished finish of size 600 x 600mm as per approved sample. Sqm 803.00 1,453.65 11,67,280.95

Providing and laying Ceramic glazed floor tiles of size 300x300mm (thickness to be specified

by the manufacturer) of 1st quality confirming to IS: 15622 of approved make in colours such

as White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement: 4

11.37 7.3 Coarse Sand), jointing with grey cement slurry @3.3 kg/ sqm including pointing the joints with Sqm 174.00 1,096.55 1,90,799.70

white cement and matching pigment etc. complete as per approved sample. (On inside walls

and floors of Under Ground and Over Head Water Tanks etc. complete).

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar

refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and

sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

12.55 7.4 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in Sqm 2,349.80 1,703.95 40,03,933.70 2.80

ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including

providing skirting upto 150 mm height along the parapet walls in the same manner.

Providing and laying Kota stone slab flooring over 20mm (average) thick base laid over and

11.26 7.5 jointed with grey cement slurry mixed with pigment to match the shade of the slab, including - -

rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand)

Providing and laying Kota stone slab 20mm thick in risers of steps, skirting, dado and pillars

laid on 12mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with

grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and

polishing complete.

11.31 7.7 Extra for pre-finished nosing in treads of steps of Sand stone slabs. Metre 979.00 191.40 1,87,380.60

Extra for Kota stone in treads of steps and risers using single length above normal size upto

Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished)

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

of required size of approved shade, colour and texture laid over 20mm thick base cement

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

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

edge to give high gloss finish etc complete at all levels.

8.2.3 a) Granite stone slab of all colur and texture except black, cherry/ ruby red. - -

ii) Area of Slab over 0.50 Sqm Sqm 95.00 5,136.30 4,87,948.50

Digitally signed by GOUTAM5

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Providing and fixing 1st quality ceramic glazed floor tiles confirming to IS: 15622 (thickness to

be specified by the manufacturer) of apporved sizes, 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 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and

jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed

with pigment of matching shade complete.

Providing and fixing machine cut, mirror/ eggshell polished, granite stone work for wall lining

(veneer work) including dado, skirting, risers of steps etc., in required design and pattern

wherever required, stones of different finished surface texture, on 12 mm (average) thick

DSR Based - 8.11 7.11 cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 - -

kg/sqm including pointing with white cement slurry admixed with pigment of matching shade,

including providing moulding, rubbing, curing, polishing etc. all complete as per Architectural

drawings, and as directed by the Engineer-in-Charge. (Wall Dado and Skirting).

Polished Granite stone slab of colour Black, Cherry/ Ruby Red or approved equivalent as per

approved sample. (Basic Rate Rs. 2152/- Per Sqm excl. taxes & CP).

Total Carried Over to Summary: - 1,98,31,862.58 2.80

8.0 Wood Work: -

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

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

matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both

faces of shutters:

9.21.1 a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary SS screws. Sqm 233.00 2,392.65 5,57,487.45

35 mm thick including ISI marked stainless steel butt hinges with necessary screws and cutting

rebate in double leaf flush door shutters.

Deduct for not providing hinges in doors, windows or clerestory window shutters with ISI

9.15.1.1 8.2 marked Stainless Steel butt hinges with stainless steel screws for wooden doors and shutters. Sqm 467.00 -253.30 -1,18,291.10

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all

edges of flush door shutters (over all area of door shutter to be measured).

Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm

diameter bolts, nuts and wooden plugs and embedding in cement concrete block

300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm

Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass

excluded) (overall area of door shutter to be measured)

9.24.1 a) Rectangular or square sqm 274.00 199.15 54,567.10

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

9.48.1 8.6 square or round bars etc. including priming coat with approved steel primer all complete. Kg 5,974.00 219.10 13,08,903.40

Fixed to steel windows by welding.

Providing and fixing chrome plasted bright finished brass door latch of size 300 x 16 x 5mm

with necessary SS screws etc. complete.

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

screws etc complete

9.92 8.9 Providing and fixing chromium plated brass handles with necessary screws etc. complete. - -

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc.

complete. Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Providing and fixing non load bearing fixed frame for fire resistant doors for 120 minutes fire

rating, made out to a profile of dimension 60 mm x 70 mm of 1.6 mm thick galvanised steel

sheet as per test evidence suitable for fixing fire rated door for 120 minutes of both integrity

& radiation control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to be

fixed to the supporting construction by means of anchor fasteners of size M10 x 80, every 150

mm from the edges and every 500 mm (approx) c/c. Linear measurement of frame shall be

measured for payment. The frame shall be filled with mineral wool insulation of density

minimum 96kg/ cum and finished with a approved fire resistant primer or powder coating of

not less than 30 micron in desired shade as per NBC 2016, IS 16231 (Part 3):2016 and

directions of Engineer - in- Charge.

Providing and fixing 60mm thick glazed fire resistance door 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 60mm x 60mm wide and bottom rail of 110mm x 60mm made out of

9.162 8.12 1.6mm thick G.I. sheet (zinc coating not less than 120 gm/ sqm) duly filled mineral wool Sqm 82.00 12,017.90 9,85,467.80

insulation having density monimum 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.

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/sqm) 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

accredited 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.

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

9.139 8.14 Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Nos. 25.00 8,366.15 2,09,153.75

Engineer- in- charge, all complete.

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90mm x

45mm having single rebate of 32mm x 15mm to received shutter of 30mm thickness. The

laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped

mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in

all the three legs. The frame shall be covered with fibre glass from all sides. M.S. stay shall be

provided at the bottom to steady the frame.

Digitally signed by GOUTAM7

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Providing and fixing to existing door frames 30mm thick Fibreglass Reinforced Plastic (F.R.P.)

flush door shutter in different plain and wood finish made with fire retardant grade

unsaturates polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable

9.122.2 8.16 wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/ Sqm 142.00 4,488.95 6,37,430.90

polystyrene foam to be used as filler material throughout the hollow panel, casted

monolithically with testing parameters of F.R.P. laminate confirming to table - 3 of IS: 14856,

complete as per directions of Engineer-in-Charge.

Total Carried Over to Summary: - 61,00,616.10 -

9.0 Steel Work: -

Providing and fixing factory made ISI marked steel glazed doors, windows and ventillators,

side/ top/ centre hung, with beading and all members such as F7D, F4B, K11B and K12B etc.

complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars

10.11 9.1 tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved -

steel primer, but excluding the cost of other fittings, glass panes complete all as per approved

design, (sectional weight of only steel members shall be measured for payment).

Fixing with 15x3mm lugs 10cm long embedded in cement concrete block 15x10x10 cm of C.C.

1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size).

Providing and fixing angle iron/ T iron frames for doors, windows and ventillators of mild steel

Angle sections of size 40 x 40 x 5mm, joints mitred and welded by angle iron 40 x 40 x 5mm or

10.31 9.2 40 x 5mm flat pieces to the existing T-iron frame or to the wall with dash fasteners, including Kg 3,171.00 130.50 4,13,815.50

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

primer, all complete as per the direction of Engineer-in-Charge.

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

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

required - In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works all

complete as per design and drawing and instructions of Engineer-in-Charge.

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

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

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

railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of

10.28 9.4 required size, on the top of the floor or the side of waist slab with suitable arrangement as per Kg 2,274.00 772.40 17,56,437.60 -

approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members

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

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

clerestory windows, all complete with 4.0 mm thick glass panes.

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

10.6.1 9.6 providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel Sqm 2.00 3,653.20 7,306.40 -

wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required

thickness for rolling shutters. 80 x 1.25mm MS laths with 1.25mm thick top cover.

80x1.25 mm M.S. laths with 1.25 mm thick top cover

Digitally signed by GOUTAM8

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

10.7 9.7 Providing and fixing ball bearing for rolling shutters. Each 2.00 492.35 984.70 -

10.8.1 9.8 Extra for providing mechanical device chain and crack operation for operating rolling shutters. Sqm 1.00 1,281.35 1,281.35 -

Extra for providing grilled rolling shutters manufactured out of 8mm dia MS bars instead of

laths as per design approved by Engineer-in-Charge. (Area of grill to be measured).

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

10.2 9.10 including cutting, hoisting, fixing in position and applying a priming coat of approved steel Kg. 18,536.00 133.70 24,78,263.20 -

primer all complete.

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer

coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or

with G.I. limpet washers filled with white lead, including a coat of approved steel primer and

two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/

vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including

cutting to size and shape wherever required.

12.1.1 a) 1.00 mm thick with zinc coating not less than 275 gm/m² Sqm 417.00 1,457.15 6,07,631.55 -

Total Carried Over to Summary: - 80,86,609.65 -

10.0 Finishing: -

18mm cement plaster in 2 coats under layer 12mm thick cement plaster 1: 5 (1 cement: 5

coarse sand) finished with a top layer 6mm thick cement plaster 1: 6 (1 cement: fine sand).

Extra for providing and mixing water proofing material in cement plaster work in proportion

recommended by the manufacturers.

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

additional height of 3 m or part thereof.

Providing and fixing chicken wire mesh 24 gauge & 12 mm mesh and 300 mm width for

construction joints, RCC and masonry joints and chasing in brick work for electrical conduits or

water supply pipes including cement slurry and pegs/nails with nailing machine as required

before plastering etc. complete

5.30 10.5 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Rm 1,451.00 78.40 1,13,758.40 -

15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6

13.16.1 10.7 6 mm thick cement plaster of mix 1:3 (1 cement : 3 fine sand) Sqm 6,358.00 300.45 19,10,261.10 -

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

13.80 10.8 brand and manufacturer, over the plastered wall surface to prepare the surface even and Sqm 27,569.00 156.05 43,02,142.45

smooth complete.

Wall painting with acrylic emulsion paint of interior grade, having VOC (Volatile Organic

Compund) content less than 50 grams/ litre of approved brand and manufacture to give an

even shade: Including applying Two or additional wherever required to achieve even shade

Applying priming coat with primer of approved brand and manufacture, having low VOC

(Volatile Organic Compound) conten. With water thinnable cement primer on wall surface

having VOC content less than 50 grams/ litre including preparation of surfaces etc. complete

in all respect.

Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more

13.46.1 10.11 coats applied @ 1.67 ltr/ 10 sqm) over and including priming coat of exterior primer applied Sqm 10,073.00 160.60 16,17,723.80

Material and labour for finishing with Deluxe Multi surface paint system for interiors and

13.48 10.12 - - Digitally signed by GOUTAM9

exteriors using Primer as per manufacturers specifications :

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat

applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of

approved brand and manufacture including preparation of surfaces etc. complete in all

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat

13.48.3 b) applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of Sqm 4,127.00 170.70 7,04,478.90

approved brand and manufacture including preparation of surfaces complete in all respect.

13.37 10.13 White washing with lime to give an even shade: - -

i) New work (three or more coats) Sqm 570.00 39.05 22,258.50

Providing and applying creative artwork painting on walls and elsewhere required in approved

design and pattern with acrylic smooth exterior grade paint of approved shade with necessary

NDSR 10.14 base preparation, priming coat of exterior primer, sealing the entire work with non-yellowing Sqm 392.00 2,200.00 8,62,400.00

acrylic varnish as sealer including the cost of T&P, scaffolding etc. all complete to satisfaction

of Engineer-in-Charge.

Total Carried Over to Summary: - 2,44,96,360.68 -

11.0 Road Works: -

Preparation and consolidaion of sub grade with power road roller of 8 to 12 tonne capacity

after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating

with road roller including making good the undulations etc. and re-rolling the sub garde and

disposal of surplus earth lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture conditions to

give atleast 95% of the maximum dry density (proctor density).

16.3 11.3 Supplying and stacking at site - -

16.3.1 a) 90mm to 45mm size stone aggregate Cum 829.00 2,098.40 17,39,573.60

16.3.2 b) 63mm to 45mm size stone aggregate Cum 829.00 1,636.05 13,56,285.45

16.3.6 c) Stone screening 13.2mm nominal size (type A) Cum 332.00 2,034.35 6,75,404.20

Laying spreading and compacting stone aggregate of specified sizes to WBM specifications

including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory

16.4 11.4 roller 8-10 tonne in stages to proper grade and camber applying and brooming requisite type Cum 2,135.00 1,046.95 22,35,238.25 -

of screening/binding material to fill up interstices of coarse aggregate watering and

compacting to the required density.

Supplying, stacking and spreading 6mm thick red bajri, watering and rolling complete

including preparation of the surface and rolling With road roller/hand roller.

Providing and laying design mix cement concrete of M30 grade in roads, taxi tracks/ runways,

using cement content as per design mix, using coarse sand and graded stone aggregate of

40mm nominal size in appropriate proportions as per specified design criteria, providing

dowel bars with sleeves/ tie bars wherever required, laying at site, spreading and compacting

mechanically by using needle and surface vibrators, levelling to required slope/ camber,

16.43.1 11.6 finished with required texture including steel form work with sturdy MS channel sections, Cum 999.00 10,529.35 1,05,18,820.65

curing, making provisions for contraction/ expansion, construction & longitudinal joints

(10mm wide x 50mm deep) by groove cutting machine, providing and filling joints with

approved joint filler and sealant, complete all as per directions of Engineer-in-Charge. (Note:

Cement content considered in M30 is @340 kg/cum. Excess/ less cement used as per design

mix is payable/ recoverable separately).

Extra for providing and mixing hardening compound of approved quality as per manufactures

2,82,883.50 Digitally signed- by GOUTAM

specification in cement concrete.

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Providing and fixing in position pre - moulded joint filler in expansion joints of RCC roads/ CC

pavements after making the joints dust free with high pressure air jet cleaners, all complete as

per the directions of Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen

hot sealing compund impregnated fibre board having impregnation more than 35%

confirming to IS: 1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade

Providing and filling in position rubberised bitumen hot sealing compound for sealing of

expansion joints in roads/ pavements all complete as per the directions of Engineer-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in

position to the required line, level and curvature jointed with cement mortar 1:3 (1 cemnt : 3

coarse sand) including making joints with or without grooves (thickness of joints except at

16.69 11.10 sharp curve shall not to more than 5mm) including making drainage opening wherever Cum 184.00 10,117.60 18,61,638.40 -

required complete etc. as per direction of engineer in charge (length of finished kerb edging

shall be measured to calculate volume for payment). (Pre cast C.C kerb stone shall be

approved by engineer in charge).

Paver Block: Providing and laying factory made chamfered edge Cement Concrete paver

blocks in footpath, parks, lawns, drive ways 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 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. complete all as per direction

of Engineer-in-Charge.

60mm thick cement concrete paver block of M-35 grade with approved colour, design &

Painting runway/ taxi track/ apron marking with adequate nos. of coats to give uniform finish

with road marking paint of superior make as approved by the Engineer-in-Charge, including

cleaning the surface of all dirt, scales, oil, grease and othger foreign material etc. and lining

out complete. New work (Two or more coats).

Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10

metre openable length (total length 90m), having 50 nos. round per 6 metre length, upto 3 m

height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9

horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain

horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per

direction of Engineer-in-Charge, with reinforced barbed tape (R.B.T.)/ spring core (2.5 mm

thick) wire of high tensile strength of 165 kg/sq. mm with tape (0.52 mm thick) and weight

43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid seperately).

Total Carried Over to Summary: - 2,11,89,492.65 -

12.0 Water Proofing -

All Waterproofing works shall be executed through specialised agency approved by

Engineer-in-Charge as per approved specification to the entire satisfaction all complete.

Work performance shall carry guarantee for minimum 10 years against any leakage.

Guarantee shall be executed on a non-judicial stamp paper of Rs. 100/-

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

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

operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed

with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge

over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface 11

Digitally signed by GOUTAM

before treatment. KARMAKAR

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

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

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

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

Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix

1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645

and approved by Engineerin- charge including laying glass fibre cloth of approved quality in

top layer of plaster and finally finishing the surface with trowel with neat cement slurry and -

making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be

flooded with water for a minimum period of two weeks for curing and for final test. “All above

operations to be done in order and as directed and specified by the Engineer-in-Charge :

a) With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 1,892.00 1,684.60 31,87,263.20

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

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

i) 1st 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) 2nd course of 20mm 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) 3rd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm of area. -

iv) 4th course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be

100mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm)

Treatment of adjoining vertical surface shall be upto 300mm high as per approval and to the

satisfaction of Engineer-in-Charge.

Providing and laying protective screeding/ grading for water proofing treatment with cement

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

Providing and laying integral cement based treatment for waterproofing on horizontal surface

22.1 12.4 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 25mm

thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying twice (at base

and top of mortar) cement slurry @ 2.2kg/sqm (each time) mixed with water proofing -

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

(levelling course to be paid seperately). Joints sealed and grouted with cement slurry mixed

with water proofing compound.

ii) 2nd layer of 25mm 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 10mm to 12mm nominal size spreading @ 8

cudm/sqm thoroughly embedded in the 2nd layer.

i) Using rough Kota stone Sqm 22.00 1,515.60 33,343.20

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

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

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

water proofing compound conforming to IS:2645 in recommended proportions with a gap of

20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with

neat cement slurry mixed with water proofing compound and finishing the exterior of stone

slab with cement mortor 1:3 (1 cement:3 coarse sand) 20mm thick with neat cement punning

mixed with water proofing compound in recommended proportion complete at all levels and

as directed by Engineer-in-charge.

i) Using rough Kota stone Sqm 49.00 2,024.70 99,210.30

Providing water proofing treatment by chemical injection grout process on horizontal &

vertical surfaces like rafts, retaining walls & other similar locations using 25mm dia . G.I

nozzles, minimum 1/4th thickness of raft 40mm(long) whichever is more inside the raft fixed

@ 0.75m c/c in both the directions. The injection grout which consist of injection cement

slurries of different viscosities & expansive plasticizing agent (a non shrinkage compensating

grout) is to be pumped in to the nozzles under pressure with a pump . The nozzles to be

NDSR 12.6 sealed off after the injection operation with suitable admixture. Providing & applying two Sqm 104.00 1,188.00 - 1,23,552.00

coats of acrylic latex cementitious coatings in the ratio 3:1 (3 parts of cement :1 part acrylic

polymer latex) keeping water cement ratio as per manufacture's specifications , 20mm

cement plaster of mix 1:4 (1 cement :4 coarse sand) mixed with liquid waterproofing

admixture & finally embedding with 12mm size stone aggregate @ 8cudm per sqm complete

as per manufacturer's specifications & as directed.

Bore Packing: All the borehole gaps between concrete surface and pvc pipe of various dia upto

the neck level shall be filled with non-shrink free flow grout - SmartCare GP Grout or approved

equivalent having dual shrinkage compensation property and than apply epoxy primer at

perferi of the pipe than apply two quote of FlexiSeal PU US or approved equiv. coating. Before

the bore packing, surface of the pvc pipe and concrete surface will be made rough and sand

will be sprinkled with polymer bonding agent.

Providing & applying two coats antibacterial antifungal SmartCare TriBlock Epoxy food grade

NDSR 12.8 or approved equiv. coating with an interval of 6-8 hrs between each coat over the surface as Sqm 174.00 671.00 - 1,16,754.00

per manufacture recommendation.

Providing and applying swellable type water stop tape, 19mm x 25mm thick in linear metre

(expansive nature) for construction joints treatment of RCC structure such as raft slab,

retaining walls, water storage tanks and at the junctions of raft slab with the retaining walls

etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall

22.26 12.9 be applied throughout the length of the joint @3.78 litre per 240 running metre. Over the Rmt. 61.00 573.45 34,980.45

primed surface swellable type water stop tape shall be placed. The work shall be carried out

all complete as per specifications and the directions of the Engineer-in-Charge. The product

performance shall carry guarantee for 10 years against any leakage.

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

cement: 2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over PVC sheet

12.22 12.10 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse sand) and a Each 62.00 298.25 18,491.50

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

Providing & Applying two coats of Asian Paints APcorep Coal Tar Epoxy or approved

equivalent as a protection layer– harsh environment proof coating @ 3 – 4 m2 / Kg to attain a

NDSR 12.11 thickness of 200 microns as per the manufacturer’s specificationPasses as per ASTM: C 868, Sqm - 664.00 - -

Resistance to micro organisms : NIL as per ASTM : G 21, Bonding/ adhesion, N/sq.mm > 1.2 as

per ASTM : D 4541, Water resistance, immersion – 7 days as per ASTM : D 870 – 09, passes 13

Digitally signed by GOUTAM

Flexibility (Mandrel test) as per ASTM : D 522 – 93. KARMAKAR

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Total Carried Over to Summary: - 38,40,858.75 3,32,646.00

13.0 Structural Glazing & Façade Works -

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

25.1 13.1 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.

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

25.2 13.2 system of structural glazing (with open joints) for linear as well as curvilinear portions of the - -

building for all heights and all levels including:

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 aluminium sections for fixing

a) 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 and drainge and protection against fire hazard including:

Fabricating and supplying serrated MS hot dip galvanized/ aluminium alloy of 6005 T5

brackets of required sizes, sections and profiles etc. to accommodate 3 dimentional

movement for achieving perfect vertically and proper fixing of structural glazing system with

b) the RCC/ masonary/ 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.

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

c) and controlled factory/ work shop environment, including double sided spacer tape, setting - -

blocks and backer rod, all of approved grade, brand and manufacturer, as per the approved

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

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.

Making provision for drainage of moisture/ water that enters the curtain glazing system to

make it watertight, by incorporating principles of pressure equilization, 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, duly approved by

Engineer-in-Charge.

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

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 sqm 99.00 3,510.50 3,47,539.50

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.

Extra for openable side/ top hung vision glass panels (GUs) 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 point cremone locking sets with

25.4 13.3 stainless steel plates, handles, buffer etc. incluiding necessary stainless steel screws/ sqm 7.00 3,671.50 25,700.50

fasteners, nuts, bolts, washers etc. all complete as per the approved shop drawings, as

specified and as directed by the Engineer in Charge.

Providing and supplying Glass Panels comprising of 6mm thick heat strengthened monolithic

float glass of approved colour and shade with reflective soft coating on surface # 2 of

approved colour and shade so as to match the spandrel glass colour and shade of the GUs in

the vision panels etc., all complete for the required performances as specified, as per the

25.6 13.4 Architectural drawings, as per the approved shop drawings, as specified, and as directed by - -

the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass

panels (but excluding the area of grooves and weather silicone sealant) provided and fixied in

position, shall be measured in sqm. (Payment for fixing of Glass Panels in the curtain glazing is

included in cost of relevent item").

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

approved make and 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 - sqm 99.00 2,450.15 2,42,564.85

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.

Designing, fabricating, testing, installing and fixing in position Curtain wall with Aluminium

8.32 13.5 Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the - -

building, for all heights and all levels etc. including:

a) Structural analysis & design and preparation of shop drawings for pressure equalisation or

rain screen principle as required, proper drainage of water to make it watertight including - -

checking of all the structural and functional design.

b) Providing, fabricating and supplying and fixing panels of aluminium composite panel

cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium

composite panel material consisting of 3mm thick FR grade mineral core sandwiched between

two aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet - -

shall be coil coated, with Kynar 500 based PVDF/ Lumiflon based flyoropolymer resin coating

of approved colour and shade on face # 1 and polymer (service) coating on face # 2 as

specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant,

backer rods etc."

c) The fastening brackets of Aluminium alloy 6005 T5/MS with Hot Dip Galvanised with

serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and

anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all - -

complete required to perform as per specification and drawing.

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

The item includes cost of all material and labour component, the cost of all mock ups at site,

cost of all smaples of the individual components for testing in an approved laboratory, field

tests on the assembled working curtain wall with aluminuium composite panel cladding,

cleaning and protection of the curtain wall with aluminium composite panel cladding till the - -

handing over of the building for occupation. Base frame work for ACP cladding is payable

under the relevant aluminium item.

The Contractor shall provide curtain wall with aluminium composite panel cladding, having all

the performance characteristics all complete, as per the Architectural drawings, as per item

description, as specified, as per the approved shop drawings and as directed by the Engineer-

However, for the purpose of payment, only the actual area on the external face of the curtain

wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured sqm 50.00 5,015.05 2,50,752.50

in sqm. upto two decimal places.

Designing, fabricating, installing and fixing in facade elevation factory made 18mm thick

single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC

(Computer numeric control) routed of approved design by Engineer-in-charge which are

machine cut for duct/ shaft covering, partitions and facades comprising of virgin polymer of K

value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice

husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having

NDSR 13.6 minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum Sqm 145.00 5,221.33 - 7,57,093.33

compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread

of flame of Class A category with properties of being termite/ borer proof, water/ moisture

proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square

hollow box section with necessary stainless steel fasteners and SS screws etc., all complete as

per direction of Engineer-In-Charge. (Note: M.S. framework required for support and shall be

paid in basic item).

Total Carried Over to Summary: - 9,65,160.75 7,57,093.33

14.0 Dismantling and Demolishing: -

Demolishing RCC work manually/ by mechanical means including stacking of steel bars and

15.3 14.1 disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Cum 10.00 3,551.25 35,512.50

Demolishing 1:4:8 cement concrete work manually/ by mechanical including disposal of

material within 50 metres lead as per direction of Engineer-in-Charge.

Demolishing brick work in cement mortar manually/ by mechanical means including stacking

15.7.4 14.3 of serviceable material and disposal of unserviceable material within 50 metres lead as per Cum 10.00 2,060.20 20,602.00

direction of Engineer-in-Charge.

Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste material by

mechanical means, including loading, transporting, unloading to approved municipal dumping

ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads inluding all

lifts involved.

Total Carried Over to Summary: - 70,231.25 -

15.0 Rain Water Harvesting: -

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 up to 1.5 m, including getting out the excavated

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

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

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

centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III)

derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from

natural sources).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:, Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement: 3

Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and

submitting strata chart/ bore log, including hire & running charges of all equipments, tools,

plants & machineries required for the job, all complete as per direction of Engineer -in-

charge,beyond 90 metre & upto 150 metre depth below ground level., All types of soil, 300

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with

R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone

aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand

(zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and

19.7.1.1 15.6 making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone Nos. 48.00 12,770.55 6,12,986.40

aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per

standard design :, Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light

duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38

kg (weight of cover 23 kg and weight of frame 15 kg) :, With common burnt clay F.P.S. (non

modular) bricks of class designation 7.5.

Providing, laying and jointing of 160mm dia PVC pressure pipe of 10 kgf/ sqcm, specials

couplings and fittings to site of work. Lowering the same in to the trenches and laying true in

SR 15.7 alignment and gradient including testing of the pipe line. (excluding the cost of trenching but Metre 322.00 -

including the cutting of pipes for making up the length and making joints (Supreme make or

equvalent). Sanctioned Rate.

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge

23.5 15.8 pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- Cum 130.00 1,509.80 1,96,274.00

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge

23.6 15.9 pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete Cum 73.00 1,538.25 1,12,292.25

as per direction of Engineer-in-charge.

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell

23.14.2 15.1 as per IS: 2800 (part I), including necessary bolts & nuts of required size complete., 150 mm No. 4.00 2,019.05 8,076.20

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge

23.7 15.1 pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Cum 57.00 1,538.25 87,680.25

Engineer -in-charge.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of

tubewell as per IS:2800 (part I)., 150 mm dia.

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish

maximum rate of usable water yield without sand content (beyond permissible limit), with

required capacity air compressor, running the compressor for required time till well is fully

developed, measuring yield of well by “V” notch method or any other approved method,

measuring static level & draw down etc. by step draw down method, collecting water samples

& getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including

hire & labour charges of air compressor, tools & accessories etc., all as per requirement and

direction of Engineer-in-charge.

Total Carried Over to Summary: - 21,09,795.50 -

16.0 Horticulture Work: -

Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable

materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of

16.1 50 m and making up the trenched area to proper levels by filling with earth or earth mixed Cum. 2,729.00 119.00 3,24,751.00

with sludge or/ and manure before and after flooding trench with water (excluding cost of

imported earth, sludge or manure).

2.2/ DSR 2025 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead

(H&L) complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5

16.3 km lead complete (manure measured in stacks will be reduced by 8% for payment): Screened Cum. 678.00 491.65 3,33,338.70

through sieve of I.S. designation 4.75 mm.

2.9/ DSR 2025 Mixing earth and sludge or manure in the required proportion specified or directed by the

(H&L) Officer-in-charge

2.8/ DSR 2025 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of

(H&L) officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).

16.6 Rough dressing the trenched ground including breaking clods. Sqm. 4,523.00 2.30 10,402.90

16.7 Fine dressing the ground Sqm. 4,523.00 5.60 25,328.80

Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for

2.10.2/ DSR 2025 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including

(H&L) supplying good earth, if needed (the grass and good earth shall be paid for separately) - With

2.6/ DSR 2025 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water

(H&L) including disposal of uprooted vegetation.

Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level and ramming with required tools wooden and

16.10 than rolling the surface with light roller make the surface smoothen and light watering the Sqm. 4,523.00 113.70 5,14,265.10

same and maintenance for 30 days or more till the grass establish properly, as per direction of

the officer-in-charge.

Preparation of mounds of various size and shape by available excavated/ supplied earth in

16.11 layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead Cum. 226.00 696.20 1,57,341.20

upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with

manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after

2.14.2/ DSR 2025 reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with

(H&L) water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts

(cost of manure, sludge or extra good earth if needed to be paid for separately): Holes 90 cm

dia, and 90 cm deep 18

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the

excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods

and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after

2.13/ DSR 2025 reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%),

(H&L) flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling

etc. including stacking and disposal of materials declared unserviceable and surplus earth by

spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of

sludge, manure or extra earth to be paid for separately).

Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and

16.14 removal of unserviceable materials as per direction of officer in charge (excluding cost of plant - -

7.11/ DSR 2025 Providing and stacking of Bottle palm ht. 210-240 cm bottom girth 30-35 cm well developed in

(H&L) big HDPE bag as per direction of the officer-incharge.

7.16/ DSR 2025 Providing and stacking of Cassia fistula (Amaltash) height 120-135 cm. in poly bag size 25 cm

(H&L) as per direction of the officer-in-charge.

7.24/ DSR 2025 Providing and stacking of Delonix regia (Gulmohar) height 150-165 cm. in poly bag size 25 cm

(H&L) as per direction of the officer-in-charge.

7.27/ DSR 2025 Providing and stacking of Ficus benjamina (green) height 150-165 cm., bushy with healthy

(H&L) branches and lush green foliage in big size HDPE bag as per direction of the officer-in-charge.

7.32/ DSR 2025 Providing and stacking of Ficus infectoria (Pilkhan) height 150-165 cm. in polybag size 25 cm

(H&L) as per direction of the officer-in-charge.

7.34/ DSR 2025 Providing and stacking of Ficus nuda height 120-135 cm. with 6-8 branches and lush green

(H&L) foliage in gunny bag size 25 cm as per direction of the officer-in-charge.

7.44/ DSR 2025 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well

(H&L) developed in big size HDPE bags as per direction of the officer-in-charge.

7.45/ DSR 2025 Providing and stacking of Grevillea Robusta (Silver Oak) height 150-165 cm. in poly bag size 25

(H&L) cm as per direction of the officer-in-charge.

7.48/ DSR 2025 Providing and stacking of Jacaranda mimosifolia height 150-165 cm. in poly bag size 25 cm as

(H&L) per direction of the officer-in-charge.

7.77/ DSR 2025 Providing and stacking of Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag

(H&L) size 30 cm as per direction of the officer-incharge.

7.84/ DSR 2025 Providing and stacking of Tabebuia sp. height 150-165 cm. in polybag size 25 cm as per

(H&L) direction of the officer-in-charge.

7.85/ DSR 2025 Providing and stacking of Tamarindus indica (Imli) height 120-150 cm. in polybag size 25 cm as

(H&L) per direction of the officer-in-charge.

7.86/ DSR 2025 Providing and stacking of Tecoma argentea height 120-135 cm. in poly bag size 25 cm as per

(H&L) direction of the officer-in-charge.

8.28/ DSR 2025 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy

(H&L) foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.

8.24/ DSR 2025 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen

(H&L) pots of size 25 cm as per direction of the officer-in-charge.

Providing and stacking Duranta Golden, having ht. 15 cm to 20 cm bushy shape with fresh and

16.30 healthy leaves in 15 cm size of Earthen Pot/ Plastic Pot and as per direction of the officer-in- each 121.00 22.85 2,764.85

6.30/ DSR 2025 Providing and stacking Tradescantia zebrina having in 15 cm size of Earthen Pot/ Plastic Pot

(H&L) and as per direction of the officer-in-charge. 19

Digitally signed by GOUTAM

DSR Item Ref. S. No. Description of Items Unit Quantity Rate (INR)

6.31/ DSR 2025 Providing and stacking Wadelia trilobata, full of leaves in 15 cm size of earthen Pot/ Plastic Pot

(H&L) and as per direction of the officer-in-charge.

6.4/ DSR 2025 Providing and stacking Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in

(H&L) 20 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.

6.21/ DSR 2025 Providing and stacking Ophiopogon jaburan (variegated), full of variegated leaves in 20 cm

(H&L) Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy

16.35 leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in- each 111.00 704.20 78,166.20

Total Carried Over to Summary: 26,60,562.70 -

Digitally signed by GOUTAM

NAME OF WORK - Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and

other facilities of Kendriya Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

Detailed Estimate of Internal & External Plumbing Services

S. No. Description

Amount (in Rs.)

1 SANITARY FIXTURES & FITTINGS 17,09,822.43 17,59,973.00

2 INTERNAL & EXTERNAL WATER SUPPLY 7,93,608.40 16,26,804.00

3 SOIL, WASTE, VENT PIPES, RAIN WATER PIPES & FITTINGS. 85,78,952.72 1,78,240.00

4 EXTERNAL SEWERAGE AND STORM WATER DRAINAGE 32,60,117.30

5 EXTERNAL WATER SUPPLY 5,40,057.80

6 RAINWATER HARVESTING PIT (WITHOUT CIVIL WORK) 5,05,723.80

8 WATER TREATMENT PLANT 2,50,371.25 13,66,928.00

Modified Estimated Cost after using Correction factor on DSR 2023 on

account of GST @0.973 (Ref. CPWD Office Memorandum File No. 1,57,82,417.67 -

158/SE (TAS)/GST/2024/O2-E dated 08-08-2024):

Sub Total after adding Cost Index @3% 1,62,55,890.20

GRAND TOTAL (DSR +NSR) 2,12,51,835.20

GRAND TOTAL (DSR +NSR) 2,12,51,835.20

SUMMARY PLUMBING

NAME OF WORK - Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya

Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

Schedule Of Quantity

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

1.0 SANITARY FIXTURES & FITTINGS

1.1 17.1 Providing and fixing water closet squatting pan (Indian type W.C.

pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with manually controlled

device (handle lever) conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and

floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size

580x440 mm with integral type foot rests Each 1 6767.40 6767.40

1.2 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

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 79 6515.55 514728.45

1.3 17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP

Brass single hole basin mixer of approved quality and make,

including painting of fittings and brackets, cutting and making

good the walls wherever required:-

a) White Vitreous China Wash basin size 630x450 mm with a 15 mm

CP Brass single hole basin mixer Each 3960.55 217830.25

1.4 17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain

with rubber plug, 40 mm C.P. brass waste complete, including

painting the fittings and brackets, cutting and making good the

walls wherever required:

17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm Each 5 3892.75 19463.75

Page No. 26of 26 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

1.5 MR-1 Supply, Receiving, Storing & Fixing of CP brass wall mounted sink

mixer with C.P. wall flange, swinging spout complete as required

with flow rate of 6.0 LPM complying to Green Building requirements.

1.6 MR-2 Providing and fixing 8 mm dia C.P. / S.S. Health faucet with flexible

tube upto 1 metre long with S.S. triangular plate to Eureopean type

W.C. of quality and make as approved by Engineer - in - charge

1.7 17.22A Providing and fixing CP Brass 32mm size bottle trap of approved

quality & make and as per the direction of engineer in charge.

1.8 18.50 Providing and fixing C.P. brass long nose bib cock of approved

quality conforming to IS standards and weighing not less than 810

18.50.1 15 mm nominal bore Each 10 820.70 8207.00

1.9 17.34 Providing and fixing toilet paper holder

1.10 MR-3 Supply, Receiving, Storing & Fixing of C.P. brass twin coat hook

with PVC rawl plug & C.P. brass screw complete as required.

1.11 18.53 Providing and fixing C.P. brass angle valve for basin mixer and

geyser points of approved quality conforming to IS:8931.

18.53.1 15mm nominal bore Each 264 574.30 151615.20

1.12 18.21 Providing and fixing uplasticised PVC connection pipe with brass

18.21.2 45 cm length

18.21.2.1 15mm nominal bore Each 264 97.75 25806.00

Page No. 27of 27 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

1.13 MR-4 Providing and fixing in position towel ring of approved make (to the

approval of Engineer-in-charge ) fixed in with rawl plugs embedded

in walls with brass screws complete in all respect.

1.14 MR-5 Providing and fixing Cp bras liquid soap container 109 mm wide,

125 mm high and 112 mm distance from wall of standard shape

with bracket of the same materials with snap fittings of approved

quality and colour, weighing not less than 105 gms.

1.15 17.5 Providing and fixing white vitreous china flat back half stall urinal of

size 580x380x350 mm with white PVC automatic flushing cistern, with

fittings, standard size C.P. brass flush pipe, spreaders with unions

and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I.

trap with outlet grating and other couplings in C.P. brass, including

painting of fittings and cutting and making good the walls and

floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern

1.16 8.10 Providing and fixing 75 mm high, 50 mm deep and 18 mm thick

stone slab table rubbed, edges rounded and polished, fixed in

urinal partitions by cutting a chase of appropriate width with chase

cutter and embedding the stone in the chase with epoxy grout or

with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 6 mm nominal size) as per direction of Engineer-in-

charge and finished smooth.

8.10.1 White Agaria Marble Stone Sqm 7 3500.45 22752.93

1.17 MR-6 Supply and fixing of water cooler with RO fully stainless steel of 60

litres cooling capacity and 120 litres storage capacity to be

operated on single phase supply with ISI mark. Each Cooler shall be

provide with 4 Nos pessmatic tap for Drinking purpose. Each 12 76136.00 913632.00

1.18 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

Page No. 28of 28 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

1.19 MR-7 Supply, Receiving, Storing & Fixing of CP Brass 115mm long Shower

Arm with wall flange and pressure adjustable Shower Rose

complete with all accessories as required with flow rate of 8.0 LPM

complying to Green Building requirements. Each 14 1274.00 17836.00

1.20 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of

quality & make as approved by Engineer in charge. (a) 15

mm nominal dia Each 14 6940.75 97170.50

1.21 MR-8 Providing and fixing CP brass soap Dish Holder having length of

138mm, breadth 102mm, height of 75mm with concealed fitting

arrangements, weighing not less than 106 gms

1.22 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and washers

complete. Each 55 1607.95 88437.25

1.23 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin

including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

1.24 18.51 Providing and fixing C.P. brass long body bib cock of approved

quality conforming to IS standards and weighing not less than 690

18.51.1 15 mm nominal bore Each 10 798.95 7989.50

1.25 MR-9 Providing and Fixing 600 mm long Towel rail for shower with Stainless

Steel Screws on wooden cleats / expandable fastners complete as

per instructions of the engineer-in-charge

1.26 18.48 Providing and placing on terrace (at all floor levels) polyethylene

water storage tank, IS : 12701 marked, with cover and suitable

locking arrangement and making necessary holes for inlet, outlet

and overflow pipes but without fittings and the base support for

Page No. 29of 29 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

1.27 Providing, Installing & fixing storage type water heater of approved

shade with copper container, glasswool insulation,stove enamelled

M.S jacket, thermostatically controlled inner heater with pilot neon

MR-10 lamps, 15mm inlet stop cock valve, on inlet connection, 15mm dia

C.P flexible connection pipe in inlet & outlet suitable for working

pressure of 8 kg/sqcm complete as required.

Capacity 25 litres size 448X448X345mm Each 14 17622.00 246708.00

1.28 MR-11 Providing and fixing Differecially abled toilets including Wash basin,

Water closet,Cistern, grab bars & hand rails etc. The rate include

cost of all material & labour involved in the item complete and all

as per direction of engineer incharge.

For physically handicap person consisting of; Each 4 48616.00 194464.00

a) Wall mounted WC Pan-01 no. with Cistern

b) Wall hung Wash Basin -01 no

c) Pillar Cock-1 no.

d) Wall mounted Grab bar 692 mm long - 2 nos

e) Wall mounted Grab Bar Vertical Swing-01 no

g) Waste Coupling-1 no.

1.29 Supply, installation, testing and commissioning built with Drinking

MR-12 Water R.O. unit with micron filtration pre-treatment unit, for Storage Each

10 lts , complete in all respects. 5 13220.00 66100.00

TOTAL CARRIED OVER TO SUMMARY 1709822.43 1759973.00

2.0 INTERNAL & EXTERNAL WATER SUPPLY

2.1 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and

clamps, including cutting and making good the walls etc. (In

Terrace & Shaft-Flushing & Cold Water Supply)

Internal work - Exposed on wall

18.10.2 20 mm dia nominal bore Metre 437.30

18.10.3 25 mm dia nominal bore Metre 551.70

18.10.4 32 mm dia nominal bore Metre 667.00

18.10.5 40 mm dia nominal bore Metre 610 811.90 495259.00

18.10.6 50 mm dia nominal bore Metre 1048.35

MR-13 65 mm dia nominal bore Metre 1726.00

MR-14 80 mm dia nominal bore Metre 2069.00

Page No. 30of 30 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

MR-15 100 mm dia nominal bore Metre 3023.00

2.2 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 and fixing the pipe with

clamps at 1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and the cost of cutting chases

and making good the same including testing of joints complete as

per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the

18.8.1 15 mm nominal dia Pipes Metre 497.80

18.8.2 20 mm nominal dia Pipes Metre 275 537.60 147840.00

18.8.3 25 mm nominal dia Pipes Metre 50 627.25 31362.50

18.8.4 32 mm nominal dia Pipes Metre 55 739.30 40661.50

2.3 18.17 Providing and fixing gun metal gate valve with C.I. wheel of

approved quality (screwed end) :

18.17.1 25mm nominal bore Each 60 622.40 37344.00

18.17.1A 20mm nominal bore Each 20 539.95 10799.00

18.17.2 32mm nominal bore Each 44 689.60 30342.40

18.17.3 40mm nominal bore Each 826.10

18.17.4 50mm nominal bore Each 1026.65

2.4 DSRE&M- Supplying, fixing, testing and commissioning of butterfly valve of PN

2025 ITEM 1.6 rating with bronze/gunmetal seat duly ISI marked complete

NO-27.11 with nuts, bolts, washers, gaskets conforming to IS 13095 of

following sizes as required :

2.5 MR-16 Providing and fixing forged brass / Bronze PRV including all fitting &

25 mm nominal bore Each 5763.00

32 mm nominal bore Each 7284.00

40 mm nominal bore Each 8148.00

50 mm nominal bore Each 11195.00

Page No. 31of 31 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

2.6 MR-17 Terrace booster pump

Providing, fixing and commissioning suitable complete composite

hydro pneumatic system consisting of horizontal /vertical multistage

centrifugal pump having stainless steel (SS 304) impellers, shaft and

housing, with single mechanical seal and pressurized tank of 50 liters

capacity, complete with all standard accessories including pressure

switch, pressure gauges, non-return & isolating valves on suction

and delivery side with nuts, bolts & washer including mild steel

flanges, where ever required with 3 mm thick rubber insertion, with

necessary protection and operational devices i.e alternate

pumping operation and shut-off during dry running conditions etc.

with suitable electrical motor to be operated on 210/220 OR

400/440 volt 50 cycle AC supply, suitable for following duty and with

total no. of pumps - 2 nos.(1 working+1standby) complete with

Control Unit Panel, manifolds & chassis, as per the approval of

Project-in-charge complete with base frame, nuts, bolts and

washer, necessary RCC foundation as per requirement.

No. of Pumps/Set : 2 ( 1 Working + 1 Stand by )

Capacity : app. 200 lpm per pump

(complete set as mentioned above)

2.7 MR-18 Providing and fixing motorised butterfly valve rating PN 1.0 with

float type sensors suitable for 240 volts with working pressure rating

of not less than 5 kg/cm2 with control panel and sensors to open

valve when water level is low in tanks and to close when water

level is high in water tanks including butterfly valves, necessary

cables, conduits, upto junction box etc. complete. (upto 6 mt qty

32 mm dia ( Riser Pipe) Each 21164.00

40 mm dia ( Riser Pipe) Each 27947.00

50 mm dia ( Riser Pipe) Each 28577.00

TOTAL CARRIED OVER TO SUMMARY 793608.40 1626804.00

3.0 SOIL, WASTE, VENT PIPES, RAIN WATER PIPES & FITTINGS.

3.1 17.35 Providing and fixing soil waste and vent pipes

Page No. 32of 32 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

17.35.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & Metre

17.35.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & Metre

3.2 17.37 Providing and fixing M.S. holder-bat clamps of approved design to

sand cast iron/ centrifugally cast iron(spun) pipes embedded in

and including cement concrete blocks 10x 10 x 10 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

17.37.2 For 75mm dia pipe Each 384 360 138240.00

3.3 17.38 Providing and fixing bend of required degree with access door

insertion rubber washer 3mm thick, bolts and nuts complete

17.38.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 567.2

17.38.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 418.95

3.4 17.39 Providing and fixing plain bend of required degree:

17.39.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 368

17.39.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 252.5

3.5 17.42 Providing and fixing double equal plain junction of required degree.

17.42.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 760.7

Page No. 33of 33 PLUMBING

Digitally signed by GOUTAM

DSR DSR Rate DSR Amount MR Rate MR Amount

S. No. Description Unit Qty

17.42.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 337.85

3.6 17.44 Providing and fixing single equal plain junction of required degree.

17.44.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 581.45

17.44.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 337.85

3.7 17.48 Providing and fixing single unequal plain junction of required

17.48.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 551.55

3.8 17.56 Providing and fixing terminal guard

17.56.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 427.8

17.56.2.2 Sand cast iron S&S as per IS - 3989 Each 36 404.75 14571.00

3.9 17.57A Providing and fixing shielded coupling for Hubless centrifugally cast

17.57A.1. SS 304 grade coupling with EPDM rubber gasket Each 432

17.57A.2. SS 304 grade coupling with EPDM rubber gasket Each 389

3.10 17.59 Providing and fixing M.S. stays and clamps for sand cast

iron/centrifugally cast (spun) iron pipe of diameter:

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3.11 17.60 Providing and fixing trap of self cleansing design with sand cast iron

screwed down or hinged grating with or without vent, arm

complete, including cost of cutting and making good the walls and

17.60.1 100mm inlet and 100mm outlet

17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside Each 854.55

3.12 18.10 providing and fixing G.I. pipes complete with G.I. fittings and

clamps, i/c cutting and making good the walls etc.

For waste pipes

3.13 MR-20 Providing & fixing 100mm x 50mm G.I. waste with reducing elbow &

nipple (Floor Drain) cutting chases, the floor / slab, repairs complete

as required and connection to GI / CI waste pipe.

3.14 MR-21 Providing and fixing cast brass Floor cleanout plug with suitable

insert keys for opening in brass cap, male threaded joint/reducer

with G.I. socket caulked to Pipe/fittings of CI pipe including cost of

lead joints etc. complete in all respect.

3.15 MR-22 Providing and fixing SS Grating of 125 mm dia of approved quality

and colour complete as per direction of engineer in charge.

3.16 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coat of neat cement, rounding the edges and making

and finishing the outlet complete.450 X 450mm -

3.17 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams.

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3.18 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.

MR-23 160 mm diameter with all fittings Metre 1563.00

3.19 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.

12.42.2 Single Push Fit Coupler

12.42.4 Single tee without door

12.42.5 Plain bend 87.5 deg

12.42.6 Shoe (Plain)

3.20 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

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TOTAL CARRIED OVER TO SUMMARY 8578952.72 178240.00

4.0 EXTERNAL SEWERAGE AND STORM WATER DRAINAGE

4.1 2.10.1 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5 m, including getting out the excavated

soil, and then returning the soil as required, in layers not exceeding

20 cm in depth, including consolidating each deposited layer by

ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m :

All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

4.2 19.6 Providing and laying Non pressure NP2 RCC Pipes with collars

jointed with stiff mixture of cement mortar in the propoertion of 1:2

(1 cement : 2 fine sand) including testing and jointing etc complete.

19.6.2 150mm dia RCC Pipe metre 170 556.45 94596.50

19.6.3 250mm dia RCC Pipe metre 100 899.8 89980.00

19.6.4 300mm dia RCC Pipe metre 994.30

19.6.5 450mm dia RCC Pipe metre 1620.95

4.3 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 45 fine

sand : 10 graded stone aggregate 40mm nominal size) alround for

R.C.C pipes including bed concrete 15cms thick as per standard

MR 300 mm dia. Pipe Metre 1950.00

MR 450 mm dia. Pipe Metre 2530.00

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4.4 19.7 Constructing brick masonry manhole in cement mortar 1:4 (

1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix

(1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate

20mm nominal size), foundation concrete 1:4:8 mix (1 cement :

4coarse sand (zone-III) : 8 graded stone aggregate 40 mm

nominalsize), inside plastering 12 mm thick with cement mortar 1:3

(1 cement: 3 coarse sand) finished with floating coat of neat

cement andmaking channels in cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

finished with a floating coat of neat cement complete as per

standard design :

19.7.1. Inside size 90x80 cm and 45 cm deep including C.I. cover with

frame (light duty) 455x610 mm internal dimensions, total weight of

cover and frame to be not less than 38 kg (weight of cover 23 kg

and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S.

(non modular) bricks of class designation 7.5

19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with

frame (medium duty) 500 mm internal diameter, total weight of

cover and frame to be not less than 116 kg (weight of cover 58 kg

and weight of frame 58 kg) : 19.7.2.1 With common burnt clay F.P.S.

(non modular) bricks of class designation 7.5

4.5 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 metre 5 8825.40 44127.00

19.8.2 Size 120x90 cm

19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 metre 2 10585.50 21171.00

4.6 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water tight

C.I. cover with frame of 300 x300 mm size (inside) the weight of

cover to be not less than 4.50 kg and frame to be not less than 2.70

kg as per standard design :

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19.4.2 150 x 100mm size P-type

19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 No 18 2734.20 49215.60

4.7 19.9 Constructing brick masonry circular type manhole 0.91 m internal

dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement

: 4 coarse sand), inside cement plaster 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat

of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm nominal size), and making

necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) finished with

a floating coat of neat cement, all complete as per standard

19.9.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 No 12725.00

4.8 19.10 Extra for depth for manholes :

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 metre 10 7591.80 75918.00

4.9 19.27 Constructing brick masonry road gully chamber 50x45x60cm with

bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including

500x450mm precast RCC horizontal grating with frame complete as

per standard design.

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class Each 10 5957.90 59579.00

designation 7.5

4.10 19.29 Constructing brick masonry road gully chamber 110x50x77.5 cm

with bricks in cement mortar 1:4 (1 cement : 4 coarse sand)

including 500x450 mm precast R.C.C. horizontal grating with frame

and vertical grating complete as per standard design :

19.29.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 Each 5 11520.55 57602.75

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4.11 19.16 Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910 on 12mm dia steel bar

conforming to IS : 1786 having minimum cross section as 23

mmx25mm and over all minimum length 263 mm and width as

165mm with minimum 112 mm space between protruded legs

having 2 mm tread on top surface by ribbing or chequering besides

necessary and adequate anchoring projections on tail length on

138 mm as per standard drawing and suitable to with stand 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 30x20x15 cm

cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) complete as per design.

4.12 19.11 Constructing brick masonary circular manhole 1.22m internal dia at

bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4

coarse sand) inside cement plaster 12mm thick with cement mortar

1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat

cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 40mm nominal size) and making

necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) finished with

a floating coat of neat cement all complete as per standard

19.11.1 1.68m deep with SFRC cover and frame (heavy duty HD-20 grade

designation) 560mm internal diameter conforming to I.S. 12592,

total weight of cover and frame to be not less than 182 kg. fixed in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) including centering shuttering all

complete. Excavation, foot rests and 12mm thick cement plaster at

the external surface shall be paid for seperately).

19.11.1.1 With common burnt clay F.P.S.( Non modular) bricks of class

designation 7.5 Each

4.13 19.12 Extra depth for circular type manholes 1.22m internal dia (at

bottom) with beyond 1.68m to 2.29m.

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19.12.1 With common burnt clay F.P.S(Non Modular) bricks of class

designation 7.5 Each

4.14 19.13 Constructing brick masonry circular manhole 1.52 m internal dia at

bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4

coarse sand) inside cement plaster 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat

of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm nominal size) and making

necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) finished with

a floating coat of neat cement, all complete as per standard

19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade

designation) 560 mm internal diameter conforming to I.S. 12592,

total weight of cover and frame to be not less than 182 kg. fixed in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) including centering, shuttering all

complete. (Excavation, foot rests and 12 mm thick cement plaster

at the external surface shall be paid for separately) :

19.13.1.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 Each

4.15 19.14 Extra depth for circular type manholes 1.22m internal dia (at

bottom) with beyond 1.68m to 2.29m.

19.14.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 Each

4.16 19.6 Providing and laying Non pressure NP2 RCC Pipes with collars

jointed with stiff mixture of cement mortar in the propoertion of 1:2

(1 cement : 2 fine sand) including testing and jointing etc complete.

19.6.2 150mm dia RCC Pipe metre 170 556.45 94596.50

19.6.3 250mm dia RCC Pipe metre 300 899.8 269490.10

19.6.4 300mm dia RCC Pipe metre 994.30

19.6.5 450mm dia RCC Pipe metre 1620.95

19.6.6 500mm dia RCC Pipe metre 1918.90

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19.6.7 600mm dia RCC Pipe metre 2243.40

TOTAL CARRIED TO SUMMARY 3260117.30

5.0 EXTERNAL WATER SUPPLY

5.1 2.10.1 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5 m, including getting out the excavated

soil, and then returning the soil as required, in layers not exceeding

20 cm in depth, including consolidating each deposited layer by

ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m :

All kinds of soil

5.2.1 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

5.2 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc. (For Water Supply)

18.12.7 65 mm dia Metre 896.60

5.3 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc. (For Irrigation Supply)

18.12.3 25 mm dia Metre 467.75

18.12.4 32 mm dia Metre 540.30

18.12.5 40 mm dia Metre 617.05

18.12.6 50 mm dia Metre 762.15

18.12.7 65 mm dia Metre 896.60

5.4 MR-26 Providing and fixing in position garden hydrant hose outlet

consisting of 32mm pvc ball valve full bore type with lever and

female screwed ends, tested to 20 Kg/cm2 of approved quality,

including G.I. elbow, G.I. threaded hose receiver etc. complete.

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5.5 18.17 Providing and fixing gun metal gate valve with C.I. wheel of

approved quality (screwed end) :

18.17.1 25mm nominal bore Each 622.40

18.17.2 32mm nominal bore Each 5 689.60 3448.00

18.17.3 40mm nominal bore Each 826.10

5.6 DSRE&M- Supplying, fixing, testing and commissioning of butterfly valve of PN

2025 ITEM 1.6 rating with bronze/gunmetal seat duly ISI marked complete

NO-27.11 with nuts, bolts, washers, gaskets conforming to IS 13095 of

following sizes as required :

5.7 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in

cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C.

I. surface box 100x100 x75 mm (inside) with hinged cover fixed in

reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse

sand : 3 graded stone aggregate 20 mm nominal size), including

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 :

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5 No 5 1992.60 9963.00

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5.8 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with

C.I. surface box 100 mm top diameter, 160 mm bottom diameter

and 180 mm deep ( inside) with chained lid and RCC top slab

1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate

20 mm nominal size), including

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 :

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5 No 10862.40

5.9 18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work

in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,

with C.I. surface box 100 mm top diameter, 160 mm bottom

diameter and 180 mm deep (inside) with chained lid and RCC top

slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size), including

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 :

18.34.1 With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5 No 18896.70

5.10 18.60 Providing and fixing enclosed type water meter (bulk type)

conforming to IS : 2373 and tested by Municipal Board complete

with bolts, nuts, rubber insertions etc. (The tail pieces if required will

be paid separately) :

18.60.2 100 mm nominal dia pipe Each 1 5468.35 5468.35

5.11 18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter

with nuts, bolts, rubber insertions etc. complete conforming to IS :

18.61.2 100 mm nominal dia pipe Each 1 7460.00 7460.00

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5.12 18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for water meter

complete with C.I. double flap surface box 400x200x200 mm (inside)

with locking arrangement and RCC top slab 1:1.5:3 mix (1 cement :

1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size),

including 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 :

18.37.1 With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5 No 1 9698.55 9698.55

5.13 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron

Pipes conforming to IS : 8329 :

18.72.1 100 mm dia Ductile Iron Class K-7 pipes Meter 0 1257.80 251.56

18.72.1 150 mm dia Ductile Iron Class K-7 pipes Meter 1789.60

5.13 18.72A Providing, laying, jointing and testing S&S Centrifugally Cast Ductile

Iron double chamber Class K-9 pressure pipes conforming to IS :

8329:2000 with restrained joints (bolt less), all complete.

18.72A.1 100 mm nominal dia pipe Meter 100 1870.75 187075.00

18.72A.1 150 mm nominal dia pipe Meter 150 1870.75 280612.50

TOTAL CARRIED TO SUMMARY 540057.80

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SCHEDULE OF QUANTITY RAIN WATER HARVESTING PIT

DSR- Rate DSR Amount

S.No. DSR-2023 Description Unit Qty

A. SUB HEAD-1.0-RAIN WATER HARVESTING PIT (1NOS.)

1 23.10 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable

method prescribed in IS: 2800 (part I), including collecting samples from different

strata, preparing and submitting strata chart/ bore log, including hire & running

charges of all equipments, tools, plants & machineries required for the job, all

complete as per direction of Engineer -in-charge, upto 90 metre depth below

23.1.1 All types of soil

23.1.2 Rocky strata including Boulders

2 23.3 Supplying, assembling, lowering and fixing in vertical position in bore well,

unplasticized PVC (Slotted / Plain pipe) medium well casing (CM) pipe of required

dia, conforming to IS: 12818, including required hire and labour charges, fittings &

accessories etc. all complete, for all depths, as per direction of Engineer -in-charge

23.3.3 200 mm nominal size dia Metre 80 1113.35 89068.00

3 23.4 Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:

12818, including hire & labour charges, fittings & accessories etc. all complete, for

all depths, as per direction of Engineer-in-charge.

23.4.3 200 mm nominal size dia Metre 100 1255.70 125570.00

4 23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, Cum 2.5 1509.80 3774.50

in recharge pit, in the required thickness, for all leads & lifts, all complete as per

direction of Engineer-in-charge.

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5 23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the Cum 2.5 1538.25 3845.63

recharge pit, over the existing layer of boulders, in required thickness, for all leads

& lifts, all complete as per direction of Engineer-incharge.

6 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 Cum 2.5 1538.25 3845.63

mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all

complete as per direction of Engineer -in-charge.

7 23.8 Gravel packing in Rainy well construction in accordance with IS: 4097, including Cum 2.5 2024.50 5061.25

providing gravel fine/ medium/ coarse, in required grading & sizes as per actual

requirement, all complete as per direction of Engineerin- charge.

8 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe

assembly of tubewell as per IS:2800 (part I).

9 19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of

required shape and approved quality.

19.19.4.1 Circular shape 560 mm internal dia Each 2 2123.80 4247.60

TOTAL OF RAIN WATER HARVESTING PIT (6 NOS.) 505723.80

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SCHEDULE OF QUANTITY (PUMPS & EQUIPMENTS)

MR- Rate MR Amount

S.No. & DSR Description Unit Qty

PUMPS AND EQUIPMENTS (WTP)

1 Raw Water Pump (Filter Feed Pump)

MR-1 Providing and fixing In-line vertical/horizontal centrifugal clear

water pump set SS-304 casing, SS-304 impeller, SS-304 shaft, CI

base with CED coating, complete directly coupled with TEFC

induction motor of class "F" insulation & efficiency class EFF-1,

2900 RPM, suitable for operation on 415 volts ±10%, 3 phase, 50

Hz, A.C. supply (with mechanical seal), motor rating IE-3, pressure

gauges with gunmetal isolation cocks, vibration elimination

pads, etc. mounted on a MS base frame bolted to cement

concrete foundation including suction header, discharge

header, isolation valve & matching companion flanges, etc.

complete in all respects and as per speicification with the

following capacities:

1.1 Filter Feed Pump : 1(1W + 1S)

Capacity : 90 LPM of Each Pump

Note:-1 set consists of 2 nos. of pumps (1Working + 1Standby)

1.2 STP Makeup Pump : 1 (1W + 1S)

Capacity : 90 LPM of Each Pump

Note:-1 set consists of 2 nos. of pumps (1Working + 1Standby)

Domestic Water Pump

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2 MR-2 Providing and fixing In-line vertical/horizontal centrifugal clear

water Hydroneumetic pump set with requitred Acesseries SS-304

casing, SS-304 impeller, SS-304 shaft, CI base with CED coating,

complete directly coupled with TEFC induction motor of class "F"

insulation & efficiency class EFF-1, 2900 RPM, suitable for

operation on 415 volts ±10%, 3 phase, 50 Hz, A.C. supply ( with

mechanical seal ), motor rating IE-3, pressure gauges with

gunmetal isolation cocks, vibration elimination pads, etc.

mounted on a MS base frame bolted to cement concrete

foundation including suction header, discharge header, isolation

valve & matching companion flanges, etc. complete in all

respects and as per speicification with the following capacities:

2.1 Domestic water transfer pumps (Hydroneumatic)

No. of Pumps : 1 ( 1 Working + 1 Stand by)

Capacity : app. 250 LPM each

Head : 50 M approx as per current loaction

(complete set as mentioned above) Set 1 300000.00 300000.00

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3 MR-3 Providing, fixing, testing & commissioning of vertical MSFRP filter

with adequate dirt holding capacity. Fabricated from M.S sheet

of minimum 8mm thick for shell & 10mm thick for dished

ends,(Quality of Steel as per IS:2062 Grade B, thickness as per

ASME Section 8),Tested to 5.0 Kg/m2, complete with intitial

charge filter media including painting inside with two coats of

non toxic epoxy and with one coat of zinc chromate two coats

of synthetic enamel paint outside. Including concrete foudation

with cement plaster complete as required. The filter shall also be

provided with set of internals for raw water inlet and bottom

collecting system. Complete with frontal piping/face piping

(heavy duty G.I.) and butterfly valves of suitable diameter as per

system parameters designed on 1.50 m / sec velocity & suitable

provision of back wash(air blower with air flow approx. 5.1

lpm/sqm air capacity, at 0.5 kg/sqcm pressure) & regeneraion

needs to be considered. OBR:-8 hours HOS:-2500 MM, dia. of tank

to be selected meeting our technical parameters. Depth of Filter

Media:- 750-900 mm deep or as per manufacturer's design.

Output water quality to confirmmin. IS 10500 standards.It should

be complete as per specifications and directions given by

Engineer-in-charge.

3.1 Dual Media Filter

Working pressure 3.5 Kg/Sq.cm

Capacity :5400 LPH

Location:- WTP Plant Room Each 1 135000.00 135000.00

3.2 Activated Carbon Filter

Working pressure 3.5 Kg/Sq.cm

Capacity :5400 LPH

Location:- WTP Plant Room Each 1 135000.00 135000.00

Digitally signed by GOUTAM

4 MR-4 Level Controller/ Level Indicators, Supply, Installation, Testing and

Commisioning of magnetic float type Level Controllers / Indicators

having adequete number of switches (Minimum 5 Nos.) for the

services mentioned below. Contoller equipment shall be mounted

inside the electrical panels of the various pumps, while the sensors

shall be installed in the corrosponding tanks (roof or the side wall - as

the case may be). Controllers shall have sufficient number of contacts

to switch on / off the pumps, indicate status, provide signal for remote

indication of water level (either as percentage of full level or in cms)

and trigger visual/audio alarm.

4.1 For Raw water tank for the following levels.

(a) Overflow level to trigger alarm & switch OFF the incoming supply

(b) 1/2 full to switch ON the incoming supply of water

(c) Low level (less than 1/5 of total depth) to trigger alarm & switch Set

ON the Filter feed pump 1 27500.00 27500.00

4.2 For Treated water tank for the following levels.

(a) Overflow level to trigger alarm & switch OFF the Filter feed pump

(b) 1/2 full to switch ON the Filter feed pump

(c) Low level (less than 1/5 of total depth) to trigger alarm & switch Set

ON the Filter feed pump 1 27500.00 27500.00

Digitally signed by GOUTAM

5 MR-5 Supply, installation, testing & commissioning of Submersible single

stage single entry pumps connected to submersible motor (The

motor shall be watertight according to IEC class IP 68, and

incorporate class F, insulation materials to withstand a continuous

operating temperature of 55 deg C) for 415 + 10% volts, 3 phase,

50 cycles A.C. power supply with mechanical seal, pump

connector unit with rubber diaphragm and bend, vertical

discharge pipe, electrical panel with in built level controller with

operational mode as one pump working at low level, both

pumps at high level with a hooter alarm and cut off at dry level

as determined. The pump shall be provided with a lifting devise

of pull chain/guide rail & G.I. heavy class rising main of 5m length

including interconnecting piping, valves (Ball Valve / Butterfly),

Non return valves (GM/CI) 15 m cable etc. as per requirement

complete in all respects. (Pumps shall be installed in a set of two

pumps One working and One standby, with cascade operation).

(Pumps suitable to handle solids upto 25 mm size with C.I. body,

SS304 shaft, C.I. impeller with 15 mtrs cable, double mechanical

Pump Room Drainage Pumps -(1W & 1S)

Capacity/Flow Rate - 4.16 LPS

Approx. Elec. Load. - 2.0 KW each pump

MOC - C.I Casing / C.I. Impeller / S.S. Shaft

Location - Pump Room Sump

Installation, testing & commissioning Each 2 141000.00 282000.00

II PIPING , VALVES AND ACCESSORIES

Digitally signed by GOUTAM

6 MR-6 Providing and fixing reinforced neoprene rubber vibration

eliminators/expansion joints (to provide relief from stresses at pipe

flanges) suitable for upto 20 kg/cm2 pressure, as per specification

of the manufacturers complete as required and as specified

complete as per directions of the engineer-in-charge.

7 DSR- E & Providing, installation, testing and commissioning of stainless steel

M-2022 Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade

(18.15) 304, sheet with 3 mm dia holes with stainless steel flange.

8 MR-7 Providing and fixing C Class MS pipe puddle flanges of required

size with 6mm thick MS plate of required size of suitable size

properly fixed in RCC walls of water tanks, including necessary

welding complete in all respect as per details shown on darwings

and directions of Engineeer-in-charge for water tanks.

8.1 25mm dia pipe, 600mm long with 6 mm MS plate of size

8.2 40mm dia pipe, 600mm long with 6 mm MS plate of size

8.3 50mm dia pipe, 600mm long with 6 mm MS plate of size

8.4 65mm dia pipe, 600mm long with 6 mm MS plate of size

8.5 80mm dia pipe, 600mm long with 6 mm MS plate of size

8.6 100mm dia pipe 600mm long with 6 mm MS plate of size

Digitally signed by GOUTAM

8.7 150mm dia pipe 600mm long with 6 mm MS plate of size

8.8 200mm dia pipe 600mm long with 6 mm MS plate of size

9 MR-8 Providing and fixing M.S. grating and preferably in 600mm long

pieces, fabricated with 16x16mm square bars, @ 20mm clear

spacing and welded to angle iron 25x25x5mm and placed firmly

on angle iron frame of 30x30x5mm with 25x3mm hold fasts

approximately 75mm long welded at intervals of 500mm

including two or more coats of synthetic enamel paint of

approved quality and shade over one coats of primer and set in

cement mortar 1:3 (1 cement : 3 coarse sand) complete as per

attached details for drain.

10 DSR-2023 Providing and fixing G.I. pipes complete with G.I. fittings and

(18.10) clamps, i/c cutting and making good the walls etc.

11 DSR E&M- Supplying, fixing, testing and commissioning of butterfly valve of

2022 PN 1.6 rating with bronze/gunmetal seat duly ISI marked

(18.11) complete with nuts, bolts, washers, gaskets conforming to IS

13095 of following sizes as required

Digitally signed by GOUTAM

12 DSR E&M- Providing, installation, testing and commissioning of non-return

2022 valve of following sizes confirming to IS: 5312 complete with

(18.14) rubber gasket, GI bolts, nuts, washers etc.as required :

DSR TOTAL 250371.25

MR TOTAL 1366928.00

GRAND TOTAL (DSR +NSR) 1617299.25

GRAND TOTAL (DSR +NSR) 1617299.25

Digitally signed by GOUTAM

SCHEDULE OF QUANTITY BORE WELL

MR- Rate MR Amount

S.NO DSR-2025 Description Unit Qty

BORE WELL (1nos)

23.2 Boring/drilling bore well of required dia for casing/ strainer

pipe, by suitable method prescribed in IS: 2800 (part I),

including collecting samples from different strata, preparing

and submitting strata chart/ bore log, including hire & running

1 charges of all equipments, tools, plants & machineries

required for the job, all complete as per direction of Engineer -

in-charge, beyond 90 metre & upto 150 metre depth below

23:02:01 All Types of Soil

23:02:02 Rocky strata including boulders

23.10 Supplying, assembling, lowering and fixing in vertical position

in bore well, ERW (Electric Resistance Welded) FE 410 mild

steel screwed and socketed/plain ended casing pipes of

required dia, conforming to IS: 4270, of reputed & approved

make, including painted with outside surface with two coats

of anticorrosive paint of approved brand and manufacture,

including required hire & labour charges, fittings &

accessories, all complete, for all depths, as per direction

of Engineer-in-charge.

23:10:03 200 mm nominal size dia having minimum wall thickness

Digitally signed by GOUTAM

23.11 Supplying, assembling, lowering and fixing in vertical position

in bore well, ERW (Electric Resistance Welded) FE 410 plain

slotted (having slot of size 1.6/3.2 mm) mild steel threaded and

socketed/ plain bevel ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and approved make,

having wall thickness not less than 5.40 mm, including painted

with outside surface with two coats of anticorrosive bitumestic

paint of approved brand and manufacture,

including hire & labour charges, fittings & accessories, all

complete, for all depths, as per direction of Engineer -in-

23:11:03 200 mm nominal size dia Metre 60 2571.05 1,54,263.00

23.5 Supplying, filling, spreading & leveling stone boulders of size

range 5 cm to 20 cm, in recharge pit, in the required thickness,

4 for all leads & lifts, all complete as per direction of Engineer-in-

23.60 Supplying, filling, spreading & leveling gravels of size range 5

mm to 10 mm, in the recharge pit, over the existing layer of

boulders, in required thickness, for all leads & lifts, all complete

as per direction of Engineer-in-charge. cum 3 1326.55 3,979.65

23.70 Supplying, filling, spreading & leveling coarse sand of size

range 1.5 mm to 2 mm in recharge pit, in required thickness

6 over gravel layer, for all leads & lifts, all complete as per

direction of Engineer -in-charge. cum 3 1326.55 3,979.65

23.80 Gravel packing in tubewell construction in accordance with

IS: 4097, including providing gravel fine/ medium/ coarse, in

7 required grading & sizes as per actual requirement, all

complete as per direction of Engineer-in-charge.

Digitally signed by GOUTAM

23.12 Development of tube well in accordance with IS : 2800 (part I)

and IS: 11189, to establish maximum rate of usable water yield

without sand content (beyond permissible limit), with required

capacity air compressor, running the compressor for required

time till well is fully developed, measuring yield of well by "V"

notch method or any other approved method, measuring

8 static level & draw down etc. by step draw down method,

collecting water samples & getting tested in approved

laboratory, i/c disinfection of tubewell, all complete, including

hire & labour charges of air compressor, tools & accessories

etc., all as per requirement and direction of Engineer-in-

23.13 Providing and fixing suitable size threaded mild steel cap or

spot welded plate to the top of bore well housing/ casing

pipe, removable as per requirement, all complete for borewell

23.14 Providing and fixing M.S. clamp of required dia to the top of

10 casing/ housing pipe of tubewell as per IS: 2800 (part I),

including necessary bolts & nuts of required size complete.

23.15 Providing and fixing Bail plug/ Bottom plug of required dia to

11 the bottom of pipe assembly of tubewell as per IS:2800 (part I).

MR Supply, installation testing & commissioning of submersible

pumping set complete in ss suitable to operate on 410 volts 3

phase 50 HZ A.C. power supply, Motor efficiency IE 3 including

12 water proof joint free flat submersible cooper cable,of 6 sqmm

including earthing connection motor control panel complete

in all respect as per details given below : (For Borewell)(4NOS)

Digitally signed by GOUTAM

Discharge 500 LPM.

TOTAL CARRIED TO SUMMARY(1Nos) MR 64000

TOTAL CARRIED TO SUMMARY(1Nos) DSR 581714

GRAND TOTAL (DSR +NSR) 645714

GRAND TOTAL (DSR +NSR) 645714

Digitally signed by GOUTAM

NAME OF WORK - Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and

other facilities of Kendriya Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

SUMMARY FOR INTERNAL FIRE FIGHTING SYSTEM

SN DESCRIPTION OF ITEMS

DSR E&M 2025 MR

1 INTERNAL FIRE FIGHTING SYSTEM 1163535.35 268198.00

TOTAL OF DSR + NON DSR ITEM 1431733.35

SAY TOTAL 1431733.00

NAME OF WORK - Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha

Vihar, Kanpur (Uttar Pradesh)

PACKAGE - INTERNAL FIRE FIGHTING SYSTEM SCHEDULE OF QUANTITIES

S.No DSR E&M DESCRIPTION UNIT QTY RATE AMOUNT

1.00 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth Metre 30 160.00 4800.00

electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as

required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring

washer spaced at 50mm)

2.00 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as Metre 30 84.00 2520.00

3.00 4.1 Supplying and installing following size of perforated painted with powder coating M.S.

cable trays with perforation not more than 17.5%, in convenient sections, joined with

connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts,

painting suspenders etc as required.

a) 4.1.2 150mm width x 50mm depth x 1.6 mm thickness. Metre 30 686.00 20580.00

4.00 30.8 Providing and fixing in position the industrial type pressure gauges with gun metal / Each 14 1491.00 20874.00

brass valves complete as required

5.00 27.4 (A) Supplying, installation, testing and commissioning of electric driven terrace pump

with Electrical Panel suitable for automatic operation and consisting of following,

complete in all respects, as required: (Terrace Pump)

(B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze

impeller with stainless steel shaft, mechanical confirming 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 IP55 class of protection for enclosure, horiziontal

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

(E ) Suitable cement concrete foundation duly plastered and with anti vibration pads.

6.00 27.7 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 :

7.00 27.9 Supplying and fixing single headed internal hydrant valve with instantaneous Each 14 6632.00 92848.00

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 :

a) 27.9.2 Single headed Stainless steel

8.00 27.11 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 :

9.00 27.14 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 :

10.00 27.15 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.

NAME OF WORK - Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha

Vihar, Kanpur (Uttar Pradesh)

PACKAGE - INTERNAL FIRE FIGHTING SYSTEM SCHEDULE OF QUANTITIES

S.No DSR E&M DESCRIPTION UNIT QTY RATE AMOUNT

11.00 27.16 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male Each 28 4667.00 130676.00

and female couplings duly bound with GI wire, rivets etc. conforming to IS 636

(type-A) as required :

a) 27.16.2 Stainless Steel (Grade 304)

12.00 27.17 Supplying and fixing first-aid Hose Reel with MS construction spray painted Each 14 9440.00 132160.00

in post office red, conforming to IS 884 complete with the following as

NAME OF WORK - Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha

Vihar, Kanpur (Uttar Pradesh)

PACKAGE - INTERNAL FIRE FIGHTING SYSTEM SCHEDULE OF QUANTITIES

S.No DSR E&M DESCRIPTION UNIT QTY RATE AMOUNT

20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as

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.

13.00 27.18 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal Each 14 3402.00 47628.00

internal diameter size nozzle conforming to IS 903 suitable for instantaneous

connection to interconnect hose pipe coupling as required :

a) 27.18.2 Stainless Steel (Grade 304)

14.00 27.19 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 :

15.00 27.20 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in Set 0 19402.00 0.00

height with air release valve on top and flanged connection to riser, drain

arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure

gauge and painting with synthetic enamel paint of approved shade as required.

16.00 27.22 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as Each 0 1670.00 0.00

17.00 DSR-2023- Providing and fixing gun metal gate valve with C.I. wheel of approved quality

18.17 (screwed end) :

a) 18.17.1 25 mm nominal bore Each 0 622.40 0.00

TOTAL OF DSR ITEM 1163535

18.00 MR-1/DSR Providing and fixing angle iron (40mmx40mmx5mm) door frame and MS sheet (6mm Each 14 9201.00 128814.00

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.

19.00 MR-2 Providing and fixing stainless steel standard fireman's axe with heavy insulated rubber Each 4 1621.00 6484.00

handle tested to 20000 volts as per IS : 926 complete.

20.00 MR-3 Providing and fixing reinforced neoprene rubber vibration eliminators / expansion

joints (to provide relief from stresses at pipe flanges) suitable for upto 20 kg/cm2

pressure, complete as per specification.

21.00 MR-4 Providing and fixing heavy duty copper armored cables 1.1 KVA grade including

necessary support clamps at ceiling level and connection legs complete in all respects.

a) Power cable 3 core 16 Sq.mm Metre 30 1088.00 32640.00

22.00 MR-5 Supply, installation, testing and commissioning ISI marked (IS:15683) Fire Extinguisher, Each 10 6844.00 68440.00

Carbon-di-oxide type capacity 4.5 Kg. Flat base including valve, discharge hose of not less

than 10 mm dia, 1M long and complete in all respects including initial fill with CO2 gas

conforming to IS:307-1966 and walll suspension braket as required as per specifications.

NAME OF WORK - Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha

Vihar, Kanpur (Uttar Pradesh)

PACKAGE - INTERNAL FIRE FIGHTING SYSTEM SCHEDULE OF QUANTITIES

S.No DSR E&M DESCRIPTION UNIT QTY RATE AMOUNT

23.00 MR-6 Supply, installation, testing and commissioning of 6kg ABC (Powder Type) Fire Each 10 3182.00 31820.00

Extinguisher. Mild Steel Cylinders ISI marked fitted with pressure indicating gauge,

internal tube, squeeze lever type valve fully charged with ABC 90 powder (Mono

Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall

suspension bracket and conforming to IS:15683 as required as per specifications.

Providing, fixing, testing and commissioning of control panel for Terrace Booster pumps .

Incoming: MCCB 125A 1 set of Phase indicating lamps, 1 set of 125A Al bus bars, 3No

Ammeter, 3No Voltmeter with phase selector switch Feeder for Booster Pumps - 2 No. 2

No. 50A TP MCCB without releases. DOL starter with over load relay, single phase

preventor and indicating lamps with ON/OFF push buttons. 2 No. Automanual selector

switch. Suitable for booster pumps

TOTAL OF NON DSR ITEM 268198.00

NAME OF WORK:- Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya

Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

INTERNAL ELECTRICAL WORKS (AS PER DSR 2025)

S.NO NAME OF SUB-HEAD

DSR 2025 items Non Scheduled items

1 SUBHEAD- I: DISTRIBUTION BOARD 5,70,165.00 -

2 SUB-HEAD - II : INTERNAL WIRING 1,14,31,420.00 27,520.00

3 SUB-HEAD III - FANS & LIGHT FIXTURES: 18,59,760.00 2,33,976.00

4 SUB HEAD - IV : LIGHTNING PROTECTION SYSTEM 5,10,648.00 1,91,940.00

5 SUB HEAD - V: LIFT 16,84,225.72 -

6 SUB HEAD - VII: UPS 3,41,772.00 -

7 SUB HEAD-VIII:FIRE ALARM,LAN & CCTV SYSTEM 25,16,411.00 -

NAME OF WORK:- Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha Vihar, Kanpur (Uttar

SCHEDULE OF QUANTITIES FOR SUPPLY, ERECTION, TESTING AND COMMISSIONING

INTERNAL ELECTRICAL WORKS (AS PER DSR 2025)

AS PER DSR-2025 AS PER MARKET RATE

S.NO DSR 2025 ITEMS DESCRIPTION OF ITEM UNIT TOTAL QTY.

RATE (RS.) AMOUNT (RS.) RATE (RS.) AMOUNT (RS.)

1 SUBHEAD- I: DISTRIBUTION BOARD

Supplying and fixing following way, single pole and neutral, sheet steel,

MCB distribution board, 240 V, on surface/ recess complete with tinned

1 2.3 copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder

painted including earthing etc. as required. (But without

MCB/RCCB/Isolator)

a) 2.3.1 6 way, Double door Nos 0.00 2,390.00 0.00

Supplying and fixing following way, horizontal type three pole and neutral,

sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with

2 2.4 tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as required. (But without

MCB/RCCB/ Isolator)

Supplying and fixing following rating, double pole, 240 volts, isolator in the

4 2.12 existing MCB DB complete with connections, testing and commissioning etc.

Supplying and fixing following rating, four pole, 415 volts, isolator in the

5 2.13 existing MCB DB complete with connections, testing and commissioning etc.

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve,

6 2.10 miniature circuit breaker suitable for inductive load of following poles in the

a) 2.10.1 existing MCB DB complete with connections, testing and commissioning etc.

Supplying and fixing following rating, double pole, single phase and neutral,

240 volts, residual current circuit breaker ( RCCB), having a sensitivity

current upto 30 milliamperes in the existing MCB DB complete with

connections, testing and commissioning etc as required.

Supplying and fixing following rating, four pole, three phase and neutral, 415

volts, residual current circuit breaker ( RCCB), having a sensitivity current

upto 30 milliamperes in the existing MCB DB complete with connections,

testing and commissioning etc as required.

Digitally signed by GOUTAM

Total carried over to Summary 5,70,165.00 0.00

SUB-HEAD - II : INTERNAL WIRING

1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5

sq.mm FRLS/HFFR PVC insulate copper conductor single core cable in

surface/ recessed medium class PVC conduit, with modular switch, modular

plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR

copper conductor single core cable etc. as required.

Wiring for group controlled (looped) light point/f point/exhaust fan point/ call

2 1.55 bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR

PVC insulated copper conductor single core cable in surface/ recessed PVC

a) 1.55.3 conduit,– and

Group C earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated Point 1250.00 994.00 12,42,500.00

3 Wiring for circuit/ submain wiring alongwith earth wire with the following

1.14 sizes of FRLS PVC insulated copper conductor, single core cable in surface/

recessed medium class PVC conduit as required

Supplying and fixing suitable size GI box with modular plate and cover in

front on surface or in recess, including providing and fixing 3 pin 5/6 amps

modular socket outlet and 5/6 amps modular switch, connection etc. as

required. (For light plugs to be used in residential buildings).

Supplying and fixing suitable size GI box with modular plate and cover in

front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16

amps modular socket outlet and 15/16 amps modular switch, connection etc.

Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet,

with 2 pole and earth, metal enclosed plug top along with 20 amps "C" curve,

6 2.18 SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal Each 30.00 1,806.00 54,180.00

cover for the socket out let and complete with connections, testing and

commissioning etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in

front on surface or in recess, including providing and fixing 32 amps

modular socket outlet and 32 amps modular switch, connection etc. as

Digitally signed by GOUTAM

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper

conductor single core cable in surface/ recessed medium class PVC conduit

7 1.12 alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core Metre 4800.00 373 17,90,400.00

cable for loop earthing as required.Make:KEI,Worldcab,RR Kable,havells

Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper

conductor single core cable in surface/ recessed medium class PVC conduit

8 1.13 alongwith 2 Nos 4 sq. mm FRLS PVC insulated copper conductor single core Metre 550.00 587 3,22,850.00

cable for loop earthing as required.Make:KEI,Worldcab,RR

Kable,Bonton,havells

Supplying and fixing of call bell / buzzer suitable for single phase,230 volt

complete as required.

Supplying and fixing two module stepped type electronic fan regulator on the

10 1.25 existing modular plate switch box including connections but excluding Each 420.00 402.00 1,68,840.00

modular plate etc. as required.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for

ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm

thick M.S. sheet with its top surface hacked for proper bonding, top lid shall

be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round

headed screws, one lock at the corners. Clamp shall be made of 12 mm dia

M.S. bar bent to shape as per standard drawing.

12 1.49 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. Each 420.00 57.00 23,940.00

Supplying and fixing suitable size GI box with modular plate and cover in

front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A

modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as

3 SUB-HEAD III - FANS & LIGHT FIXTURES:

1 LED Down lighter (SMD Type) (System lumen efficacy ≥ 105 < 120

lm/Watt )Supplying, Installation, Testing & Commissioning of LED

Recessed/ surface Down lighter (Round/ square/ Rectangular) SMD type of

following body material with PMMA and prismatic diffuser and construction

as per IS : 10322 with driver as per the requirement with Driver efficiency

>85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating

temp range -50C to 400C, internal surge protection of 2.5 KV with Short &

Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR

(Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life

time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours

with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K /

5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour

Matching) <3, Maximum power consumption should not more than the

specified rating and Fixture shall be confirming to relevant BIS standards.

Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on

Digitally signed by GOUTAM

4 LED Batten light (System lumen efficacy ≥105 <120 lm/Watt).Supplying,

Installation, Testing & Commissioning of LED surface mounted Batten light

of following body material and construction as per IS : 10322 with driver

(Replaceable) as per the requirement with Driver efficiency >85%, Operating

voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 °C to

40 °C, internal surge protection of 2.5 KV with Short & Open circuit

8.9 protection, THD < 10%, P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker

should be below 5 %), life time (LED, Driver & electrical circuitry), of

minimum 50000 Burning Hours with 70% of initial Lumen maintained till

life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),

SDCM(Standard Deviation Colour Matching) <3, Maximum power

consumption should not more than the specified rating and Fixture shall be of

relevant BIS standard. Manufactures Word Mark/ Name Engraved/

5 8.9.1 Embossing/

18- 22 Watt Screen printing on housing. complete in all respect i/c external Each 20.00 618 12,360.00

7 Supply, installastion, testing & commissioning of 10W LED Bulkhead with a

nominal system lumen output of 600 lumens and a minimum system efficacy of 100

lm/W. The luminaire shall have a rated system lifetime of 50,000 burning hours at

MR L70. The luminaire should have a color temperature of 6500K and CRI > 70. The Each 22.00 1,904.00 41,888.00

luminaire shall meet IP66 rating and IK 09 rating with THD < 20% and PF > 0.9. The

luminaire housing should made of High pressure die cast Aluminium with

polycarbonate front diffuser. The total power consumption should not exceed 10W

8 Brush Less Direct Current (BLDC) Fan with Remote Supply, Installation,

Testing and Commissioning of ceiling fan with Brush Less Direct Current

(BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades,

30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper

winding, steel/Al body. Power Factor not less than 0.9, Service Value

(CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019),

THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile

app based) for speed control and all remaining accessories including safety

9 pin, nut bolts,washers,

1200mm, service valuetemperature rise=75 0C (max.),

≥ 6.0 CM/Min/Watt, insulation210

air delivery resistance

Surface Mounted luminaire Tube with HPE (High-Performance Efficiency)

LED (Light Emitting Diode) system power: 10W, Luminous flux of luminaire

10 MR 1000 lm, Colour temperature of 4000 K, Neutral white, CRI > 80, 230 V Each 90.00 703.00 63,270.00

constant current driver, 70 % of luminous flux after 50,000 operating hours,

Energy-efficient LEDs, Direct light emission, Luminaire profile in

aluminium, Polyester

Supplying and fixingpowder

mm coloured coat duty

sweep heavy applied over a fan

Exhaust 5- stage

11 MR accessories suitable for operation single phase 230 volt 50 cycle per second Each 58.00 2,221.00 1,28,818.00

per sec. AC supply etc. as required. in the existing opening, including making

the hole to suit the size of the above fan, making good the damage,

Total carried over to Summary 1859760.00 233976.00

4 SUB HEAD - IV : LIGHTNING PROTECTION SYSTEM

Digitally signed by GOUTAM

1 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including Each 26.00 8,351.00 2,17,126.00

accessories, and providing masonry enclosure with cover plate having locking

Providing and fixing of lightning conductor finial, made of 25 mm dia 300

2 6.2 mm long, GI tube, having single prong at top, with 85 mm dia 6 mm thick Each 11.00 422.00 4,642.00

copper base plate including holes etc. complete as required.

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of

wall for lightning conductor complete as required.(For horizontal run)

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of

wall for lightning conductor complete as required.(For vertical run)

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip,

5 6.10 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers Each 32.00 140.00 4,480.00

etc. complete as required.

Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in

ground as required.

Earthing with G.I. earth pipe 4.5 metre long, 40mm dia including accessories,

and providing masonry enclosure with cover plate having locking

arrangement etc. with charcoal or coke and salt complete as required.

Total carried over to Summary 510648 191940

5 SUB HEAD - V: LIFT

DSR- 2025, 21.1 Supplying, Installation, Testing & Commissioning of following capacity

passenger Machine room less MRL) lift with regenerative drive as per CPWD

General Specification for Electrical Works (Part-III Lift & Escalator) 2003,

BIS Codes, NBC 2016 as amended upto date having provision for barrier free

access as per Harmonised Guidelines & Standards for Universal Accessibility

in India - 2021 of MoHUA, serving different floors in the lift shaft as per

detailed specifications enclosed and as under including all other equipment

and accessories complete as required:-

Design of lifts:- Passengers Type

Capacity:-13Passengers

Door Operation - Full Height Infra-red cross-multi beam

Floor -5 (G+3) = 4stops

Travel - 15 Meters (approx

Stop & Opening - 4 Stops & 4 Openings

Controller: A.C. variable voltage & variable frequency

Automatic rescue device (ARD) complete with dry maintenance free batteries

Operation: Microprocessor based single automatic push button/simplex

selective collective/duplex collective selective with/without attendant

Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system

Digitally signed by GOUTAM

Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/

Hairline Finish) on all sides and stainless steel decorative ceiling with fans

(indirct throw) and LED fitting.

The car flooring should be smooth and antiskid as approved by engineer-in-

Car: Power operated, centre opening horizontal sliding stainless steel scratch

Closed(Moon Rock/Honeycomb/

loop Control Hairlineagainst

System, protection Finish).

power fluctuation, self

diagnostic control, Landing doors 2 hours Fire rated, Overload detection and

protection, Overspeed Governer, Dot Matrix LED D &

P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared

curtain covering almost the entire height of the lift car door, Alarm horn, Anti

Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable

NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way

intercom, Emergency Stop Switch with battery backup for fanand light fitting

for 1 hour, pit ladder.

The lift doors shall have a vision panel to enable persons with hearing

impairment to signal for help or assistance in the event of an emergency.

An appropriate technological support be provided

emergency messaging |services or alarms etc.) to respond to the emergency

requirements of person with hearing impairment or deafness.

In case of failure of ARD or other electronic devices, a provision of manual

rescue be provided

Total carried over to Summary 1684226 0

6 SUB HEAD - VII: UPS

1 DSR-2025 20 KVA UPS WITH 30 MINUTES BATTERY BACKUP

Digitally signed by GOUTAM

Online UPS- Input supply: Three Phase, Output supply: Three Phase.

Supplying, installation, Testing & Commissioning of following capacity at

full load (Unity Power Factor) at operating temperature 0 to 40 0C, Relative

humidity 0 to 95%, Online double conversion true sine wave Uninterrupted

hot swapable (allow for the replacement or addition of battery modules

without shutting down the entire system) modular Power Supply (UPS)

system with N+1 modules (N denotes total number of modules required for

rated capacity). The UPS shall include a Rectifier, inverter, battery bank

suitable for follwing minutes back up (Battery VAH capacity shall not be less

than 1600 VAH per KVA of UPS rating per Hour backup time) on full load

26.2 (Battery shall be VRLA, SMF in ABS Container) and Static Bypass switch

along with provision for manual bypass, suitable isolation transformer for

additional protection against neutral faults etc. UPS shall have inbuilt phase

sequence correction. The UPS systems offered are to be of the latest

technology with Digital Control Microprocessor based for reliable

operation using Insula-ted Gate Bipolar Transistor (IGBT)'s both for the

rectifier & inverter (3 Level) with PWM (Pulse Width Modulation). The

quality of design, manufacturing and inspection process should confirm to the

relevant Inter-national standards such as IEC/EN/VDE. The operating

efficiency of the UPS systems shall be >96% while operating on battery mode

and delivering quality power to the 100% non-linear loads. Current total

UPS must comply with low voltage electromagnetic compatibility (EMC)

achieved as per EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and

Frequency Independent (VFI)-type UPS. . Communication

RS232/RS485/SNMP port open protocol for BMS integration, all hardware &

software for iOT Communication as per approved by Engineering in charge.

Required battery racks and interconnecting copper conductor cables of

suitable size and connectors and all required accessories are inclusive of the

cost). This system must provide a means for logging and alarming of all

monitored points plus email notification. Forced air-cooling with integral

inbuilt fans with redundancy (if one fan fail UPS should be able to handle at

least 80% of the load, Noise Level 65 DB at 1 meter distance. The system

shall be in compliance IEC 62040- 1,2 & 3, IS: 16242 and CPWD

Specification. Display Panel (minimum) (In-build 5 inch or more LC Display

/ LED) to display : a) Input: Voltage, current, Frequency. b) Bypass: Voltage,

Frequency. c) Output: Voltage, frequency, Current. d) Battery: Voltage,

Capacity. e) Load: KVA, KW, Percentage.f) Temperature: STS, Inverter,

PFC. g) Event Logging & Statistical Data (On LCD/LED): UPS should

i captureVoltage,

Input: and display up toFrequency.

current, 3000 events like: Over temperature / DC Bus Fail /

ii Bypass: Voltage, Frequency.

iii Output: Voltage, frequency, Current.

iv Battery: Voltage, Capacity.

v Load: KVA, KW, Percentage.

vi Temperature: STS, Inverter, PFC.

Digitally signed by GOUTAM

Event Logging & Statistical Data (On LCD/LED): UPS should capture and

display up to 3000 events like: Over temperature / DC Bus Fail / Fan Fail /

Fuse Fail / Overload / Short-circuit / Device Fail / Inverter Fail / Rectifier Fail

/ Bypass Fail, etc.

Statistical Data: No. of power failures / Transfers to Bypass / Total Running

Mains Mode of Operation/Battery Mode of Operation / Bypass feeding the

ix load / UPS Fault /Battery charging and discharging, overload, battery voltage

and battery capacity.

Audible Alarms : Mains Failure, Battery Low Alarm, UPS Overload, Fault,

Shutdown, Input Over, Under Voltage, Output Over, Under Voltage, Battery

x Over, Under Voltage, Over Load and short circuit, Over Temperature. The

UPS should have QR code which should contain drawing, test report OEM

manual, Geo- Tag of manufacturing location etc

26.2.2 1 NOS 20 KVA UPS with 30 min battery backup Each 1.00 341772.00 341772.00

Total of Sub-Head - VII 3,41,772.00 0.00

SUB HEAD-VIII:FIRE ALARM,LAN & CCTV SYSTEM

(A) SECTION - I- STRUCTURED CABLING SYSTEM PASSIVE

1.0 Supplying, Installation, Testing and commissioning of CAT6A Copper

39.15 Information Outlet (IO) with face plate of color as per site requirement, Nos. 20.00 302 6040.00

should have ETL/UL verification program certificate for compliance with

2.0 ANSI/TIA-568.2-D.

Supplying, drawing, All copper

and and Components

commissioning shouldUTP

of Cat6A be from same

AWG solid copper cable in existing conduit/ on surface, U/FTP, LSZH, Non-

39.18 Plenum, Horizontal (solid) Cable suitable for high speed data networking Mtr 500.00 74 37000.00

application supporting upto 10Gbps over a 100 meter channel. The 4

Unshielded Twisted Pairs (UTP) cable with color coded insulation for easy

3.0 indentification

Supplying, should have

Installation, FLAME

Testing andPROPERTIES i.e. of

commissioning Flammability Test -

following CAT6A

39.13 Patch Cord should have ETL/UL verification program certificate for

compliance with ANSI/TIA-568.2-D etc. complete as required.

39.13.1 Copper Patch Cords of length 1m (3ft) Nos. 175.00 173 30275.00

39.13.2 Copper Patch Cords of length 3m (10ft) Nos. 20.00 405 8100.00

4.0 Supplying Installation Testing and Commissioning of 24 port Cat6 Patch

Panel loaded. Must be of 1U height with clear label holders and white label

39.11 with the panel.24 Ports Cat-6 Patch Panel should have ETL/UL verification Nos. 2.00 5 278 10556.00

program certificate for compliance with ANSI/TIA-568.2-D etc. complete as

Digitally signed by GOUTAM

5.0 Supply and fixing following port Rack Mount loaded 12 Port LIU with

pigtail, Front-mounted cable saddles for jumper management, suitable to

manage both splices and terminations, Pre-assembled shelves in multiple

configurations, Rubber fiber slotted bracket built-in, metal splice shelf to

protect the fibers, 2 fiber spools built-in for 900μm tight buffered fiber

storing, Capable of storing up to 3 meters of 900μm tight buffered fiber per

6.0 adapter, Removable

Supplying front and

and drawing rear covers

12 core singleformode

corrugated steel armoring. The Fiber should be SM Fiber Central -loose tube

filled with Thixotropic jelly, duly following Standards: ISO 11801, IEC

60793-1/60794-1-2, ITU-T-REC G.652D and Telecordia GR-20-core, High

39.19.2 quality Electro Chromium Coated Corrugated Steel tape (ECCS ) and HDPE- Mtr 100.00 89 8900.00

Sheath, Operating ambient Temperature should be – 5 0C to +50 0C and

Storage Temperature shall be – 5 0C to +50 0C, Max Attenuation ± 0.36 (db/

km) at Operational Wavelength 1310 nm and ± 0.22 db / km at Operational

7.0 Wavelengthand

Supplying 1550 nm. type

fixing of Cord

Patch fiber should be 9/125

of Optical Fiber/ G.652D & Refractive

Multi Mode or Single

Mode LC to LC Fiber Duplex having high precision ceramic ferrule with

39.22 good concentricity, Fiber corning single mode G652D, Cable Type 2mm with Nos. 2.00 705 1410.00

Mechanical specification Apex Offset < 50 µm, Fiber Height + 100 nm, End-

face radius of Curvature 7mm < R <25mm, Repeatability < 0.2 db, Working

8.0 ambient Temperature

Supplying and fixing –of5 15U

0C, Storage Temperature

Mount Rack having –Fixed

with 0.8mm CRCA Sheet, completely knocked-down condition (CKD)

Shape, Vertical Mounting Rail 1.6 mm with 'U'Marking, Minimum 2 cable

entry/exit provision at Top and bottom with rubber protection, Front 5mm

Toughened Glass with lock, wall mounting kit, Powder coated Color- RAL-

7035, complied with UL & RoHS, 2 x 6 sockets 16A power distribution

units, 3 numbers closed cable organizer, Hardware mounting screws packet of

20 x 1 number, etc. complete as required.

10.0 Supplying and fixing of following sizes of medim class PVC conduit along

1.21 with accessories in surface/recess including painting in case of surface

conduit, or cutting the wall and making good the same in case of recessed

(B) SECTION - IV- CCTV SYSTEMS

1.0 40.3 Supplying Installation Testing and Commissioning of 4MP IP IR Dome

Camera having following specifications and features etc

1) Signal System: PAL/NTSC, Signal to Noise Ratio: >

50 dB,Camera should display Camera title, Date & Time in live & recorded

2) Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image

even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON,

0 lux with IR or better) True Day & Night High Performance Mechanical IR

cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt IR

LED's with effective distance upto 50 meter or better and 30 meter for colour

3) Compression (Minimum): Video:- H.265 or better, Audio:- G.711U/A,

G.711Mu, G.726, AAC, G.723

4) Wide Dynamic Range:- WDR (120dB or more)

Digitally signed by GOUTAM

5) Digital Noise Reduction:- DNR (3D) On/Off

6) Video Streaming & Frame Rates :- Triple streaming , configurable Main

stream: 4MP (2560×1440)25/30fps, Sub streams minimum: 720P@25/30 fps

7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness

adjustable through client software or web browser, Edge Analytics: Tripwire,

Intrusion, Motion Detection

8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted

execution, Digest, security logs, account lockout, video encryption, IP/MAC

filtering, HTTPS, trusted upgrade

9) Onboard Storage: Camera should support built-in Micro SD/ SDHC/

SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB

10) Recording Management: Format SD, overwrite, storage management,

video to NAS device,

11) Alarm Trigger : Motion/tampering detection; network disconnection

detection; IP conflict detection; memory card state detection; memory space

12) Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP,

HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP,

13) System Capability: ONVIF, Camera shall support open source VMS

14) Ethernet: 1 RJ 45 10/100 Ethernet port

15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for

External Mic. and Speakers as per site requirement.

16) Power Input: The camera should support simultaneous dual power

input—12 VDC (via power adapter) and PoE (802.3af)—to ensure

continuous operation in the event of a failure in one power source.

17) Power Requirement: 12VDC/24 VDC/PoE (802.3af)/ePoE

18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body

19) Operating Condition:- Ambient Temperature:- (-)05°C to 50°C, humidity

95% (max) (non-condensing)

20) IR life: 40000 hours or higher

21) Video Bit rate: 32 KBPS - 8 MBPS or better

22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS

Camera per siteasrequirement).

described above EACH 30.00 10 365 310950.00

40.11 Supplying Installation Testing and Commissioning of following Channel

Network Video Recorder (NVR) with camera licenses to record for all

channels having specifications and features etc as mentioned below :

Digitally signed by GOUTAM

1) Network Video Recorder Embedded/ Installed OS (Linux) along with

Camera Licenses to record per NVR and to provide a live view, storage and

simultaneously Multi-channel playback of all IP camera or more and must be

ONVIF with minimum support of 384 Mbps incoming Bandwidth.

2) NVR should support video compressions : H.265 or better, H.264,

3) Must support 1 channel RCA Input, 2 channel RCA Output for Two-way

Talk with G.711U/A, G.711u, PCM, G726 audio compressions.

4) Intelligent auto power on when power resumes after power outage.

5) Storage: It should support minimum 8 SATA Slots with 20TB capacity/

Slot and RAID support of RAID 0/1/5/6/10.

6) Connectivity Interface : 2 Nos. x 10/100/1000 Mbps Ethernet Ports, 1x

RS485, 1x RS232, 1x eSATA Port

7) Backup Interface : Its should have 4 Nosx USB port (2x USB3.0,

8) Video Output Ports: 2x HDMI and 2 VGA

9) Alarm Ports: It should have 16/8 Ch In/ Out ports to connect various type

of external sensors and output devices like hooter/ Siren etc.

10) Email & SMS Altert options: Option for SMS/ Email Alerts to minimum

5 designated mobile number for power failure, HDD failure, vandalism,

tempring, network disconnection and panic

11) Web & Mobile Application: Web, Mobile app ( For iPhone, iPad,

Digitally signed by GOUTAM

15) Operating Condition : -5°C to 50°C, humidity 90% (max) (non-

16) The VMS application shall support all the features & functionalities of

the offered cameras.

17) VMS should consist Licenses for all channels to record Cameras with

General, motion detection, intelligent, alarm and POS recording modes. VMS

should be provided with Camera Licenses , with no dependency of VMS

licenses by binding with the MAC address of the cameras to achieve the

18) The NVR OEM shall be responsible for providing a mobile application

compatible with both Android and iOS devices, enabling remote monitoring

and playback of cameras/NVR footage.

19) The OEM must provide its own DDNS server hosted in India, eliminating

the need for a public IP address for remote monitoring over the Internet.

20) Must support Continuous, Alarm, Motion, Instant, Panic Recording Mode

21) It should support Resolution: 32MP; 24MP; 16MP; 12MP; 8MP; 5MP;

4MP; 1080p; 720p; D1; CIF; QCIF

22) When alarm recording is enabled and an event occurs, you can click the

alarm icon on monitoring page to view the alert details. The snapshot function

is supported on monitoring and playback page

23) The Network Video Recorder (NVR) shall be configured to send email

whenever a system message is created or an alarm event occurs. The email

server shall be a valid SMTP server. Each recipient email address shall be

configured to receive any combination of critical, warning, or informational

messages or alarm notifications. When an alarm occurs, the email message

includes the NVR name, time of alarm and a list of camera that is configured

26)record upon alarm Database Capacity: It should support total Blacklist and

Face Recognition

Whitelist capacity of Minimum 20,000 Faces or more with Face Detection

speed of 12 face images/sec and facility to add Name, gender, birthday,

address, credential type, credential No., countries & regions and state to each

27) Face & Human Attributes Search: Search Pictures/ Video by Gender, age

group, glasses, expressions, face mask, beard, Top color, top type, hat, bag,

age, gender and umbrella.

28) ANPR Capability: It should support ANPR Camera with License plate,

plate color, vehicle body, vehicle model, vehicle logo, calling, seatbelt,

vehicle registration location etc vehicle attributes.

29) Alarm Notifications based on: Motion detection, video tampering, video

loss, scene changing, PIR alarm, Camera external alarm, Face detection, face

recognition, perimeter protection (intrusion and tripwire), ANPR, people

counting, stereo analysis, crowd distribution, heat map, Disk Full, Storage

Error, IP Conflict and abnormal behavior of fan, cybersecurity exception

30) Alarm Notification should be linked with Recording, snapshots, Camera

external alarm output, buzzer, logs, presets and email.

31) General AI Based Search: Search Pictures by channel, time, event type,

40.11.1 32 Channel Network Video Recorder (NVR) havingdisplay split :- Main

Digitally signed by GOUTAM

NVR described as above EACH 1.00 64 784 64784.00

3.0 40.12 Supplying, Installation, Testing and Commissioning following capacity

Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB

Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI,

4TB (Terabytes) CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB- EACH 1.00 13 943 13943.00

4.0 42.4.2 Supplying, Installation, Testing and Commissioning of full HD 42'' LED

Professional Display panel.

(C) FIRE DETECTION & ALARM SYSTEM

1.0 28.2.1 Supplying, installation, testing and commissioning of micro processor

based intelligent addressable main fire alarm panel, central

processing unit with the following loop modules and capable of

supporting not less than 240 devices (including detectors) and

minimum 120 detectors per loop and loop length up to 2 km, network

communication card, minimum 320 character graphics/ LCD display

with touch screen or other keypad and minimum 4000 events history

log in the non volatile memory (EPROM), power supply unit (230 ±

5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free

batteries with automatic charger. The panel shall have facility to

connect printer to printout log and facility to have seamless integration

with analog/digital voice evacuation system (which is part of the

schedule of work under SH: PA System) and shall be complete with

all accessories . The panel shall be compatible for IBMS system with

open protocol BACnet/ Modbus over IP complete as per

specifications.

2.0 28.2.2 Supplying, installation, testing & commissioning of central graphical

fire alarm management system to centrally monitor and operate the No. 1.00 2 10 264 210264.00

fire alarm system complete as required.

3.0 28.2.10 Supplying, installation, testing & commissioning of addressable fire

control module complete as required.

4.0 28.2.11 Supplying, installation, testing & commissioning of addressable

phone control module/Monitor Module complete as required.

5.0 28.2.14 Supplying, installation, testing & commissioning of addressable

manual call point complete as required.

6.0 28.2.19 Supplying, installation, testing & commissioning of fire fighter phone

jack complete as required.

7.0 28.2.17 Supplying, installation, testing & commissioning of fire fighter Nos. 1.00 6 016 6016.00

8.0 28.5.1 telephone &

Supplying handset

laying complete

of 2x1.5 as required.

sqmm fire survival armoured cable,

600/1000V rated with annealed copper conductor having glass mica

fire barrier tape covered by an extruded layer of Cross Linkable

Ethylene Propylene Rubber (EPR) insulation and LSZH inner

bedding, steel wire armouring & LSZH outer sheath complete as

(D) PUBLIC ADDRESS SYSTEM

Digitally signed by GOUTAM

1.0 28.3.1 Supplying, installation, testing & commissioning of 6 zone, voice alarm

controller with USB, MP3 player (including 6 zone button paging

station) with seamless integration facility with main fire alarm panel for

voice evacuation complete as required.

2.0 28.3.9 Supplying, installation, testing & commissioning of Voice command

keypad 6 zone, with microphone assembly complete as required. Each 1.00 85 450 85450.00

3.0 28.3.2 Supplying, installation, testing & commissioning of 6 inches dia,

1.5/3/6 watts, ceiling speaker complete as required.

4.0 28.3.7 Supplying, installation, testing & commissioning of digital audio

amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete Each 1.00 1 52 368 152368.00

5.0 28.5.3 Supplying and drawing of cable Fire Retardant PVC insulated copper

conductor cable in the existing surface / recessed steel conduit of

following pairs, cores and size including connections and

interconnections etc. as required.

5.1 28.5.3.2 Speaker cable Two pair, 2-core, 1.5 sqmm Meter 400.00 97 38800.00

DSR2025 32.2.3 SPLIT UNIT

Supply, installation, testing and commissioning of wall-mounted

inverter-type split air conditioner of specified cooling capacity (1.0 TR

/ 1.5 TR / 2.0 TR, as required), suitable for operation on 230 V, single-

phase, 50 Hz AC supply, complete with inverter-driven rotary

compressor, energy-efficient operation as per applicable BEE

standards, R-32 refrigerant or approved equivalent, wall-mounted

indoor unit with washable air filter, air-cooled outdoor condensing unit,

wireless remote controller, refrigerant-grade copper connecting pipes

with suitable thermal insulation, condensate drain piping,

interconnecting power and control cables, outdoor unit mounting

brackets, necessary electrical connections and earthing, refrigerant

charging, vacuuming, testing and commissioning, including all

required accessories, supports and fittings, complete in all respects as

per the manufacturer's recommendations and approved technical

specifications.

TOTAL CARRIED OVER TO SUMMARY 25,16,411.00 0.00

Digitally signed by GOUTAM

NAME OF WORK:- Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall

and other facilities of Kendriya Vidyalaya at Raksha Vihar, Kanpur (Uttar Pradesh)

EXTERNAL ELECTRICAL WORKS (AS PER DSR 2025)

S.NO NAME OF SUB-HEAD

DSR 2025 items Non Scheduled items

1 SUB HEAD -I SUBSTATION WORK 336877.00 6076652.74

2 SUB-HEAD - II - DG SET WORK 907453.00 383040.00

3 SUB HEAD- III : EARTHING 1016583.00 0.00

4 SUB HEAD-IV: CABLE & END TERMINATIONS 634555.00 2644873.70

5 SUB HEAD-V : EXTERNAL LIGHTING 323320.00 3971001.08

6 SUB HEAD-VI : ROOF TOP PHOTO VOLTAIC (SPV) SYSTEM 2714000.00 0.00

NAME OF WORK:- Construction of 'A' Type School Building, 09 Staff Quarters, Boundary wall and other facilities of Kendriya Vidyalaya at Raksha

Vihar, Kanpur (Uttar Pradesh)

SCHEDULE OF QUANTITIES FOR SUPPLY, ERECTION, TESTING AND COMMISSIONING

EXTERNAL ELECTRICAL WORKS (AS PER DSR 2025)

FINAL AS PER MARKET RATE

S.NO DSR ITEMS DESCRIPTION OF ITEM UNIT RATE (RS.)

QUANTITY AMOUNT (RS.) RATE (RS.) AMOUNT (RS.)

SUB HEAD -I SUBSTATION WORK

MR-01 HT Metering Panel (SEB's)

Supplying / Receiving, Installation, Testing and Commissioning of Powder coated, 14 SWG CRCA sheet

steel enclosed 11KV H.T. Metering Panel complete with the following:

1set of 11/ √3KV / 110/ √ 3 Volt, 100 VA burden & accuracy class 0.5, single phase construction, dry type cast

3 Nos. of dual core 50/5A, 15 VA burden, accuracy class CL 0.5, 33 KV cast resin CTs

One Set of Phase Indicating Lamps.

2 Sets of HRC fuses with fuse base (H.T. Fuse - 1A & LT fuse 2-6A).

2 Nos. indoor cable end box suitable for 3C x 240 sq.mm. 11 KV(E), aluminium conductor XLPE Ar. cable

(Incoming & Outgoing cable).

1 No. SEB approved digital Trivector meter with MDI in KVA of accuracy class - 0.5.(Accuracy class shall be as

per local board)

Note: The contractor shall get the Trivector meter, CTs' & PT tested by SEB and the charges for liasioning for the

same will be paid extra.

SITC Rate for Metering Panel as described above Set 1.00 3,08,139.77 3,08,139.77

MR -02 11 kV 2 POLE STRUCTURE

Supply,installation,testing and commissioning of two pole structure with required arrangement for terminating

11KV overhead conductor on one side and 11KV, 2R x 3 x 300 sq.mm. Al conductor XLPE cable on the other

side including providing triple pole ,mechanically operated mounted on insulators and steel frame with operating

mechanism worked from ground level,expulsion fuses of 11KV ,required rating along with 11KV 200 amp air

break isolator suitable for outdoor application ,earth switch, Metal oxide type Lightning arrester complete with

all fittings and discharge capacity 50 KA complete as required.

11 kV HT 'H' pole as per specification & as described above SET 1.00 2,20,099.84 2,20,099.84

MR -03 HT Panel Main Switchgear Room

Design, manufacture, supply, delivery including supervision during installation, testing and commssioning of 1