Construction of Construction of Two Section School Building and Development of Other Facilities at Kendriya Vidhyalaya at GC, CRPF, Chakiya, Chandauli UP.

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

shuttering - All work up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from natural sources) Cum 7178.75 9.71 5.00 4.71 0.00 69705.66

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) Cum 6812 738.16 644.96 47.37 45.83 5028358.78

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand

19 4.10 (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement

as per manufacturer's specification. Per 50 kg 57.15 30.00 20 5 5 1714.50

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived

21 4.17 from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm

thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing & finishing the top smooth. Sqm 749.3 324.00 225.00 52.50 46.50 242773.20

C TOTAL (Carried Over to Summary of Civil Works) 5594711.70 0.00

5 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and removal of form with plastic formwork system

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 927.02 749.74 92.392 84.885 363530.81

b 5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. Sqm 842.5 252.20 252.20 0.00 0.00 212478.50 #REF!

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 927.25 7543.50 6635.00 721.50 187.00 6994710.38 #REF!

Digitally signed by Anuvesh

d 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 736.4 5013.55 4077.67 697.50 238.38 3691977.27 #REF!

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 961.30 3899.11 3007.99 752.40 138.72 3748209.64 #REF!

f 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 764.95 284.00 240.00 22.00 22.00 217245.80 #REF!

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc.,

5.11 including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height

of 1 metre or part thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) Sqm 384.3 0.00 0.00

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

complete upto plinth level.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

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;

3 5.33 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

5.33.1 All works upto plinth level.

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 9655.7 209.80 10.00 116.04 83.77 2025811.15

5.33.1.4 Concrete of m40 grade with minimum cement content of 390 kg/cum Cum 9957.65 1709.64 1702.64 5.00 2.00 17024040.46

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 10011.35 689.18 370.60 265.01 53.58 6899635.94

5.33.2.4 concrete of m40 grade with minimum cement content of 390 kg /cum Cum 10313.3 1486.39 1482.39 2.00 2.00 15329597.66

Add for using extra cement in the items of design mix over and above the specified cement content there in. Quintal 733.5 0.00 0.00

TOTAL (Carried Over to Summary of Civil Works) 111935839.58 0.00

D 6 BRICK WORK

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

2 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 7370.65 20.00 10.00 10.00 1,47,413.00

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

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

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.

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

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

TOTAL (Carried Over to Summary of Civil Works) 15013279.77 0.00

E SH-7 CLADDING, MARBLE & GRANITE WORK

Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for

kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade,

1 8.2 colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated

with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and

polishing to edges to give high gloss finish etc. completeat all levels.

2 8.2.2 Granite stone slab colour black, Cherry/Ruby red

Digitally signed by Anuvesh

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to

7 8.3 edge to give high gloss finish etc.complete as per design approved by Engineer-in-Charge.

Extra for providing opening of required size & shape for wash basins / kitchens sink in kitchen platform, vanity

9 8.5 counters and similar location in marble / Granite /stone work including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of cut edges etc. complete. Nos 978.7 84.00 58.00 20.00 6.00 82210.80

Total Cladding, Marble & Granite work 939117.74 0.00

F 9 WOOD AND P.V.C. WORK

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and

1 9.1 fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash

fastener shall be paid for separately).

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of

3 9.2 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.

4 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 3473.85 392.31 212.76 141.75 37.80 1362826.09

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). Sqm 462.35 392.31 212.76 141.75 37.80 181384.53

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

coat on unexposed surface etc. complete.

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

8 9.53 and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand :

6 graded stone aggregate 20mm nominal size). Each 228.85 0.00 0.00

9 M.R Providing and fixing SS 304 sliding door bolts, ISI marked with nuts and screws etc. complete :

11 M.R Providing and fixing SS tower bolts, ISI marked, with necessary screws etc. complete :

13 M.R Providing and fixing Heavy Duty mortise lock ISI marked, with necessary screws etc. complete : Each 5066.45 168.00 73.00 75.00 20.00 851163.44

14 M.R Providing and fixing SS Door Buffer wall mounted 22 mm dia 75 mm long, Each 325.30 168.00 73.00 75.00 20.00 54651.20

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

screws etc all complete

17 M.R Providing and fixing hanging floor door stopper ISI marked, with necessary screws etc. complete.

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish

19 9.127 with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046

Type S, including cost of adhesive of approved quality.

Providing and fixing Toilet cubical(of following standard dimension which includes 600mm door size width)

made up of thermosetting resign treated high pressure ,self supporting decorative compact laminates with

permanently incorporate anti-bacterial agents(under JIS Z2801:2000 certification) during manufacturing

.Compact board should be resistance to water immersion through permissible increase on thickness and mass

<0.60% and board density >1.35kg/cm3 and fulfilled the criteria of green guard gold certification and

manufactured under EN438-2&3:2005 standard. 12mm thick compact board should be Moisture resistant,

Impact resistant, termite resistant ,Scratch resistant ,Weather and climatic shock resistant.

Digitally signed by Anuvesh

Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-

chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall

thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to

EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required

shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor

(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of nimum 8

28 9.147A mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to

finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc.

Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly

sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame

the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer

rod of approved size and quality, all complete as per approved drawing conforming backer rod of approved

size and quality, all complete as per approved drawing conforming to CPWD specification & direction of

Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design

approved by Engineer-in-Charge.

29 Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance

coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.

Note: Structural design proof checked from a Government Engineering Institute, to be provided by the

30 manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3

(ii) Sites with structure height more than 20m for all wind speeds

Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium

channel for roller track, wool pile, nylon rollers with SS 304 body.

Using R3 series with frame (85mm & above) x (40mm & above) & glazed sash (30mm & above) x (55mm &

above) & fly screen sash (20mm & above) x (50mm & above) with zinc alloy (zamak) powder coated handle on

every glazed panel along with multi-point locking system. (Height upto 1.8 metre).

Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size

and weight of sash, single point locking zinc alloy (zamak) powder coated handles

Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm &

above). (Height upto 0.90 metre).

36 9.7.7 Float glass panes

37 9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). Sqm 2600.45 576.45 426.600 114.480 35.370 1499029.40

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid

door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC 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) fabricated with miter joints after applying PVC

solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of

750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of

58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with

property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S

hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge.

(M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window

frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in

profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.

Digitally signed by Anuvesh

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush

door shutter of required size 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 minimum density of 650 kg/cum and screw withdrawal strength of 1800 N

(Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and

resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture

proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design

pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required

size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-

Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

Providing and fixing factory made ISI marked partially insulated metal re rated doorset assembly, for staircase /

exit pathway and refuge areas applications, consisting of galvanized iron steel frame and single leaf shutter

including necessary hardware accessories, conforming to FD 120 PI classication of IS 3614:2021 with re rating

of 120 minutes integrity and 30 minutes insulation. The door frame and shutter shall be made out of minimum

1.20 mm thick GI Sheet with minimum 120 GSM Zinc coating as per IS: 277. The entire re rated doorset

assembly shall be tested in latched condition as per IS 17518 (Part-1): 2022 Frame: The farme shall be of

minimum size 90 x 60 mm with grooved prole to take appropriate re rated smoke seal, having mitred cut joint

(self tab/screwed assembled at site) and provided with appropriate reinforcement suitable for taking hardware

and ush xing as per IS 4351. The smoke seal material shall be of EPDM tested in accordane with ASTM E-84 of

minimum size 10x 4mm, xed within the inbuilt groove or stuck with adhesive on the entire perimeter of the

frame. The door frame shall be xed to the three sides to masonary wall opening with CSK/Hex headed fastner

of minimum 8 mm dia size and minimum 80mm long with 8mm dia Polyamide sleeves @ 5 numbers at each

on vertical sides and 2 numbers on horizontal top side. Door shutter: The double skinned single leaf partially

insulated re rated door shutters shall be consisting of minimum 50 mm thick and having box like structure,

slots cut and holes punched, for xing of hardwares with stiffners as per IS: 16074 including resin bonded

mineral wool / ceremic wool inll material of minimum density 96 kg/cum. Door leaf shall be provided with

vision panel, having maximum area of 0.06 sqm, of 120 minute re rated minimum 6 mm thick clear

borosilicate glass pane xed with clip-on arrangement and re rated ceramic tape having minimum size 13×2 mm

to be xed all around the glass on both the sides. The intumescent seal of minimum size 15×1.5 mm or of size as

per test evidence shall be xed on all the three edges of the door leaf. The door shutter shall be mounted on the

frame with SS 304 grade ball bearing butt hinges as per EN 1935: 2002 or butt hinges as per IS 12817, of

minimum size 100x75x3 mm @ 5 numbers hinges upto 2400mm height or as per test evidence, whichever is

Hardware Accessories: Fire doorset assembly shall be provided with one number of Single point Panic push bar

(cross bar) device of desired nish as per EN 1125 and one number external trim including half cylinder of

42mm long with one side key as per EN 1125. One number heavy duty door closer of size EN 3-5 with standard

arm, of desired nish (suitable upto 1250 mm door width) conforming to IS 3564/EN 1154. Finishing: Both

frame and door shutters shall be factory nished with polyester powder coating of minimum 50 microns thick

and shall have passed salt spray test as per IS:13871 of approved colour and shade all complete as per

manufacturer’s of direction the Engineer-in-charge. specications and as per Installation: The hollow space in

the door frame shall be lled / injected with re rated self extinguishing type polyurethane foam (PUF) after

installation at site of work. The rate shall be inclusive of complete re rated door assembly, supply and

installation by the approved manufacturer

Single leaf Partially Insulated metal re rated doorset of FD 120 PI classication with 120 minutes integrity and 30

minutes insulation as per IS 3614:2021 – For Staircase/ Exit pathway / Refuge area etc.

TOTAL (Carried Over to Summary of Civil Works) 9797787.46 1501651.97

G 10 STEEL WORK

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.

2 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 172.6 15220.08 15220.08 0 0 2626985.81

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

3 10.16 hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted

with special shaped washers etc. complete.

4 10.16.1 Hot finished welded type tubes Kg 194.4 10.00 10 0 0 1944.00

Digitally signed by Anuvesh

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

welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with

necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless

steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab

with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless

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

TOTAL (Carried Over to Summary of Civil Works) 3344581.83 0.00

H 11 FLOORING WORK

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

curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab

2 11.55 over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,

curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

3 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm 3186.70 118.88 68.88 40.00 10.00 378834.90

4 11.24 Extra for pre finished nosing to treads of steps of marble / granite stone. Rmt 719.90 25.00 20.00 5.00 17997.50

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

5 11.26 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) :

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement

7 11.27 mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the Sqm 2354.7 618.61 578.41 25.20 15.00 1456634.85

shade of the slabs, including rubbing and polishing complete.

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

with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all

colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement

slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must

be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier,

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

9 11.41A.1 Double charge vitrified tile polished finish of size

11 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

Grouting the joints of flooring/wall tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of

13 11.48 organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling

/grouting and finishing complete as per direction of Engineer-in-charge.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water

absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and

16 11.47 shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water

based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting

of joints to be made separately).

I TOTAL (Carried Over to Summary of Civil Works) 19955631.26 0.00

12 ROOFING WORK

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and

down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Digitally signed by Anuvesh

Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595 mm of approved texture,

design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ≥ 85%, Thermal

Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level

suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized

@120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32 mm of length

1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size

600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8 mm

outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-

shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system

should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm

made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre

& 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support

system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per

specifications, drawings and as per directions of the engineer-in-charge.

26.27.1 With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.60) Sqm 2,333.60 108.14 108.14 2,52,360.17

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

by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total

coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7

microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have

12.50 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied Sqm 768.00 483.00 483.00 3,70,944.00

in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling

/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or

curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape

wherever required.

Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm

(base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120

grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and

polyester top coat 15-18 microns using self drilling/ self tapping screws complete :

Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm

size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.

12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m² Rm 1029.65 104.79 104.79 1,07,900.88

TOTAL (Carried Over to Summary of Civil Works) 696540.17 0.00

J 13 FINISHING WORK

i 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat

of neat cement of mix :

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and

a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge

4 13.16 6 mm cement plaster of mix :

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.

13.45 Finishing walls with textured exterior paint of required shade :

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

applied @ 2.20kg/10 sqm #REF!

Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface

even and smooth complete.

Digitally signed by Anuvesh

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

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

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

13.83 content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats

wherever required to achieve even shade and colour.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even

Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand

and manufacture

TOTAL (Carried Over to Summary of Civil Works) 19849788.51 0.00

K 22 WATER PROOFING

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by

applying cement slurry mixed with water proofing cement compound consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound

@ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.

22.3 (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement Sqm 685.32 571.50 486.50 60.00 25.00 391660.55

compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with

water curing for 48 hours.

The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions

of pipes and masonry with polymer mixed slurry

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

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

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

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

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

50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound

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

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

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

22.7 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

Engineer-in-charge.

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

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

by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of

plaster and finally finishing the surface with trowel with neat cement slurry and making pattern

of 300x300 mm square 3 mm deep.

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

weeks for curing and for final test.“All above operations to be done in order and as directed

and specified by the Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 1684.60 1872.54 1542.54 170.00 160.00 3154476.67

TOTAL (Carried Over to Summary of Civil Works) 3546137.22 0

L FACADE WORKS

Providing, supplying and fixing aluminium louvers for façade, comprising extruded aluminium louver blades of

suitable profile and thickness, minimum 1.5 mm thick, with required aluminium frame, mullions, brackets,

cleats and accessories, designed as per approved shop drawings. Louvers shall be powder coated / PVDF

MR coated in approved colour and finish, with concealed/SS fasteners and all necessary aluminium/SS fixing Sqm 6228.63 115.20 115.20 717538.18

accessories. The system shall be securely anchored to the structural/façade framework and shall include all

cutting, drilling, alignment, jointing, sealants, supports and complete installation at all heights. Complete in all

respects as per approved design, drawings and Engineer-in-Charge.

TOTAL (Carried Over to Summary of Civil Works) 0.00 717538.18

Digitally signed by Anuvesh

Providing and fixing standard building signages for entry, exit, classrooms, offices, washrooms, corridors,

stairs, reception and other locations, made of 3 mm thick ACP/PVC/acrylic sheet or equivalent approved

MR material, with digitally printed/vinyl lettering, symbols and directional arrows as required, including suitable Sqm 3200.00 85.00 272000.00

background colour, edge finishing, necessary adhesive, screws, brackets and other fixing accessories, complete

in all respects as per approved design and instructions of the Engineer-in-Charge.

TOTAL (Carried Over to Summary of Civil Works) 0.00 272000.00

External Development

SH-1 BOUNDARY WALL

Earth work in Excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30

2.6 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.6.1 All kinds of soil Cum 177.5 609.30 108150.75

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

2.26.1 All kinds of soil Cum 126 0.00 0.00

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and Cum 196 328.99 64482.04

lift upto 1.5 m.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km

2.25(a) also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of Cum 700.50 10.00 7005.00

foundation etc. complete.

4 CONCRETE WORKS

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)

5 REINFORCED CEMENT CONCRETE WORK

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. sqm 392.15 336.00 131762.40

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 736.40 576.00 424166.40

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 961.30 477.00 458540.10

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

complete upto plinth & above plinth level.

5.22.6 Thermo-Mechanically Treated bars. Kg 107.85 31231.80 3368349.63

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

for reinforced cement concrete work, using cement content as per approved design mix, including pumping of

5.33 concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including

admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as per direction of Engineer-in-charge.

5.33.1 All works upto plinth level. Cum 9504.75 164.70 1565432.33

5.33.2 All works above plinth level upto floor V level. Cum 9860.4 69.66 686875.46

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

6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 7370.65 5.00 36853.25

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all

shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 9105.95 186.30 1696438.49

13.12 18 mm cement plaster of mix :

13.45 Finishing walls with textured exterior paint of required shade :

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

exterior primer applied @ 2.20kg/10 sqm

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing

in position and applying a priming coat of approved steel primer all complete.

Digitally signed by Anuvesh

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

length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing

angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud

16.53 tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to Sqm 375.8 611.00 229613.80

angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring

core (2.5mm 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 separately)

ROAD WORK & PATHWAY

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating

16.1 earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making Sqm 375.8 7188.00 2701250.40

good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading

16.78 in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory

power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 2924.85 718.20 2100627.27

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet

mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts,

16.79 laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and Cum 2914.3 10.00 29143.00

compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

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

complete upto plinth & above plinth level.

5.22.6 Thermo-Mechanically Treated bars. kg 107.85 39788.28 4291166.00

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate

conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150

16.8 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not Cum 4148.65 478.80 1986373.62

to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a

mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per

direction of Engineer-in- charge.

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally

finished by floating, brooming with wire brush etc. completeas per specifications and directions of Engineer-in-

charge. (The panel shuttering work shallbe paid for separately).

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

Providing and laying 60mm thick faciory made cement concrete interlocking Grass paver block of M -30 grade

made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in

required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints

with line sand etc. all complete as per the direction of Engineer-in-charge.

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

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

including making joints with or without grooves (thickness of joints except at sharp curve shall not to more

than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-

in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

Digitally signed by Anuvesh

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height

made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock

system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for

working platform etc. and maintaining it in a serviceable condition for the required duration as approved and

removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the

14.72 building etc wherever required for inspection of work at required locations with essential safety features for Sqm 338.25 3203.27 1083504.39

the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the

scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration

of scaffolding.

Note: - This item to be used for maintenance work judicially, necessary deduction forscaffolding in the existing

item to be done

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made

of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with

1.63 mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The

panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS

channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size

50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made

to fix the barricading to avoid from overturning by providing 250 mm long expansionfasteners at both ends.

The work shall be executed as per drawing/direction of Engineer-inCharge which includes writing and painting,

arrangement for traffic diversion such as trafficsignals during construction at site for day and night, glow

lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading

provided shall be retained in position at site continuously including shifting of barricading from one location to

another location as many times as required during the execution of the entire work till its completion. Rate

include its maintenance for damages, painting, all incidentals, labour materials, equipments and works

required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-

(Note :- One time payment shall be made for providing barricading from start of work till completion of work

including shifting. The barricading provided shall remain to be the property of the contractor on completion of

Entry Gate and Gurd Room

Earth work in Excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30

2.6 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.6.1 All kinds of soil CUM 177.5 120.00 21300.00

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and CUM 196 45.00 8820.00

lift upto 1.5 m.

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

stacked materials.

2.26.1 All kinds of soil Cum 126.8 0.00 0.00

4 CONCRETE WORKS

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) Cum 6812 12.00 81744.00

5 REINFORCED CEMENT CONCRETE WORK

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 25.00 9803.75

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 961.3 35.00 33645.50

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 736.4 40.00 29456.00

5.9.16 Edges of slabs and breaks in floors and walls

5.9.20 Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick Sqm 1028.4 35.00 35994.00

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

5.3.3 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.

Digitally signed by Anuvesh

5.33.1 All works upto plinth level Cum 9504.75 12.00 114057.00

5.33.2 All works above plinth level upto floor V level Cum 9860.4 14.00 138045.60

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

complete upto plinth & above plinth level.

5.22.6 Thermo-Mechanically Treated bars. Kg 107.85 2800.00 301980.00

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

6.1.2 Cement mortar 1:6 (1 Cement : 6 coarse sand) Cum 7132.25 8.00 57058.00

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

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

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 9105.95 32.00 291390.40

8 MARBLE & GRANITE WORKS

9 WOOD & PVC WORK

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC

10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as

per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per

IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than

9.101 grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc.

9.101.1 Single rubber stopper Nos 39.6 2.00 79.20

Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved

quality for aluminium door, with necessary screws etc complete as per 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.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 172.6 6500.00 1121900.00

11 FLOORING WORK

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with

water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,

laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/

sqm including grouting the joints with white cement and matching pigments etc., complete.

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

12.55 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of Sqm 1703.95 26.00 44302.70

white cement & marble powder in 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.

Making khurras 45x45 cm with average minimum thickness of 5cm 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.

13 FINISHING WORK

13.4 12 mm cement plaster of mix :

13.16 6 mm cement plaster of mix :

Digitally signed by Anuvesh

18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick

cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with

13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :

13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer Sqm 185.65 60.00 11139.00

13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:

New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer

applied @ 2.20 kg/10 sqm)

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

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

13.62 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

13.62.1 Two or more coats on new work Sqm 226.25 60.00 13575.00

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height

made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock

system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for

working platform etc. and maintaining it in a serviceable condition for the required duration as approved and

14.72 removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the sqm 338.25 120.00 40590.00

building etc wherever required for inspection of work at required locations with essential safety features for

the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the

scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration

21 ALUMINIUM WORKS

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

standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733

and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at

junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle,

Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be

paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 530.9 150.00 79635.00

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

21.1.2 provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required

(Fittings shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kG 634.45 60.00 38067.00

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

21.3 rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading shall be paid in basic item):

21.3.3 With float glass panes of 8 mm thickness (weight not less than 12.50 kg/sqm) SQM 1685.4 30.00 50562.00

Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon

21.8 sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge

21.8.1 Upto 5mm depth and 5 mm width Rmtr 96.75 40.00 3870.00

22 WATER PROOFING

Digitally signed by Anuvesh

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

required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry

coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS.

2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height

including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick

bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water

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

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

: 2645 and approved by Engineer- in-charge to required slope and treating similarly the adjoining walls upto

300 mm height including rounding of junctions of walls and slabs.

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 1684.6 30.00 50538.00

16.3 Supplying and stacking at site.

2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineerin- charge Cum 93.05 735.00 68391.75

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

complete (manure measured in stacks will be reduced by 8% for payment) :

Horticulture Screened through sieve of I.S. designation 4.75 mm cum 491.65 262.50 129058.13

Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-

Horticulture cum 79.7 840.00 66948.00

charge (cost of sludge, dump manure and/ or good earth to be paid separately).

Horticulture Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge cum 55.7 840.00 46788.00

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 reduction by 20% : 1 part of stacked

2.14 volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and 0

surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for

Horticulture Holes 1.2 m dia and 1.2 m deep Each 362.75 63.00 22853.25

Horticulture Holes 90 cm dia, and 90 cm deep Each 155.5 105.00 16327.50

Horticulture Holes 60 cm dia, and 60 cm deep Each 47.85 210.00 10048.50

Horticulture Holes 45 cm dia, and 45 cm deep. Each 20.65 210.00 4336.50

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground

prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light

Horticulture Per Sqm 257 3150.00 809550.00

roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till

the grass establish properly, as per direction of officer-in-charge.

Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch 30 cm and above ht. well developed

Horticulture Each 35.8 210.00 7518.00

with one and above flower plant in 20 cm Earthen Pot, as per direction of the officer-in-charge.

Providing and Displaying Creeper Rose variety 3 to 4 healthy branch 60 cm and above ht. well developed with

Horticulture Each 80.2 105.00 8421.00

one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.

Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well

Horticulture Each 160.4 52.50 8421.00

developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.

Digitally signed by Anuvesh

Earth work in Excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30

2.6 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.6.1 All kinds of soil CUM 177.5 100.50 17838.75

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating

16.1 earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making Sqm 375.8 340.00 127772.00

good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading

16.78 in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory

power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 2924.85 50.25 146973.71

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from natural sources) Cum 7178.75 26.00 186647.50

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

5.3.3 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.

5.33.1 All works upto plinth level Cum 9504.75 35.00 332666.25

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

complete upto plinth & above plinth level.

5.22.6 Thermo-Mechanically Treated bars. Kg 107.85 1500.00 161775.00

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 100.00 39215.00

Badminton & Vollyball Court

Earth work in Excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30

2.6 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.6.1 All kinds of soil CUM 177.5 1060.00 188150.00

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating

16.1 earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making Sqm 375.8 265.00 99587.00

good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading

16.78 in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory

power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 2924.85 26.50 77508.53

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from natural sources) Cum 7178.75 95118.44

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

5.3.3 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.

5.33.1 All works upto plinth level Cum 9504.75 33.13 314844.84

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

complete upto plinth & above plinth level.

5.22.6 Thermo-Mechanically Treated bars. Kg 107.85 1635.05 176340.14

Digitally signed by Anuvesh

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 15.90 6235.19

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

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

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 172.6 132.50 22869.50

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s

specifications including appropriate priming coat, preparation of surface, etc. complete.

Providing and applying 7-layer acrylic sports flooring system over prepared, sound cement concrete/asphalt

MR base, including surface cleaning, primer, acrylic resurfacer, cushioning layers as per system specification, Sqm 1700 265.00 450500

coloured acrylic coating and textured anti-slip finish, complete.

Providing and marking court lines in approved contrasting colour using weather-resistant acrylic line-marking

MR Per Court 5000 2.00 10000

paint, complete as per standard court dimensions.

Providing and fixing heavy-duty galvanised/MS badminton posts with base plates, sockets, protective finish

and net tensioning arrangement, complete.

Providing and fixing UV-resistant outdoor badminton net with reinforced top tape, side tapes and cord,

Providing and fixing post sleeves, anchor fasteners, caps and associated installation accessories, complete.

Basketball Court

Earth work in Excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30

2.6 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

2.6.1 All kinds of soil CUM 177.5 168.00 29820.00

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating

16.1 earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making Sqm 375.8 420.00 157836.00

good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading

16.78 in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory

power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 2924.85 42.00 122843.70

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from natural sources) Cum 7178.75 150753.75

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

5.3.3 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.

5.33.1 All works upto plinth level Cum 9504.75 52.50 498999.38

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

complete upto plinth & above plinth level.

5.22.6 Thermo-Mechanically Treated bars. Kg 107.85 2591.40 279482.49

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 25.20 9882.18

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

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

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 172.6 210.00 36246.00

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s

specifications including appropriate priming coat, preparation of surface, etc. complete.

Providing and applying 7-layer acrylic sports flooring system over prepared, sound cement concrete/asphalt

MR base, including surface cleaning, primer, acrylic resurfacer, cushioning layers as per system specification, Sqm 1700 420.00 714000

coloured acrylic coating and textured anti-slip finish, complete.

Providing and marking basketball court lines in approved contrasting acrylic paint, including boundary, centre

line, centre circle, key/paint area and three-point arc as applicable to the selected court layout.

Digitally signed by Anuvesh

Providing and fixing heavy-duty outdoor basketball goal post assembly, including structural steel support, base

plate/anchorage, weather-resistant paint and installation, complete

Providing and fixing outdoor-grade basketball backboard of approved material and thickness, with ring and net

assembly, complete.

MR Providing and fixing protective padding to basketball post/support where required, complete. Set 5500 1.00 5500

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating

16.1 earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making Sqm 375.8 1620.00 608796.00

good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading

16.78 in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory

power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 2924.85 162.00 473825.70

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from natural sources) Cum 7178.75 930366.00

Providing and laying synthetic rubberised running track flooring, approximately 8–10 mm thick, over the

existing PCC base, including cleaning and surface preparation, application of compatible primer, PU binder

MR mixed with SBR rubber granules to form the resilient base layer, coloured EPDM granule/PU wearing coat, lane Sqm 2150 1600.00 3440000

marking with approved paint, finishing, curing, labour, materials, tools and equipment complete as per

manufacturer’s specifications and approved sample.

Providing, fabricating and installing MS cycle stand for parking of bicycles, fabricated from suitable MS tubular

sections/bars, designed to accommodate bicycles securely, including cutting, welding, grinding, one coat of

anti-corrosive primer and two coats of synthetic enamel paint, base plates, anchor fasteners, fixing to existing Each 1270 100.00 127000

concrete flooring and all materials, labour, tools and accessories complete as directed by the Engineer-in-

Take UG Tank=8.5*7*1.8

Earth work in Excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30

1 2.6 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not

2 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and Cum 196 54.00 54.00 10584.21

lift upto 1.5 m.

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)

Digitally signed by Anuvesh

Providing and Laying in position ready mixied or site batched design mix cement concrete for reinforced

cement concrete work : using Coarse aggregate and fine aggreagate is derived from natural sources, portland

pozzolana /ordinary portland /Portland salg cement, admixtures in recomended proportion as per IS; 9103 to

accelerate / retard setting of Concrete, to improve durability and workabilty without impairing Strength :

Inculding pupming of concrete to site of laying, Curing carriage of all lead but excluding the cost of centring

and shuttring finishing and reinforcment as per Direction of EIC for following grade of Conctrete

5.33.1 All works upto plinth level. Cum 9504.75 55.56 55.56 528122.26

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 107.85 5648.18 5,648.18 609156.30

6 5.9 Centering and shuttering including strutting, propping etc. and removal of form for all heights :

A 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 392.15 11.71 11.71 4592.86

B 5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. Sqm 961.3 142.07 142.07 136569.97

C 5.9.20 Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick Sqm 736.4 64.00 63.997 47127.39

D 5.9.16 Edges of slabs and breaks in floors and walls

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

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

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 172.6 15.00 15.00 2589.00

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the

RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage &

water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts

integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1

part water) for horizontal surfaces and applying the same from negative (internal) side with the help of

synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing

permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to

16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up

to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the

engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 406 62.00 62.00 25172.00

22.23.2 For horizontal surface one coat @1.10 kg per sqm Sqm 311.5 59.50 59.50 18534.25

Earth work in Excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or

drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift

upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead

2 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

3 2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litr 234.75 56.60 47.04 9.57 - 13287.93

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of

4 2.35 chemical emulsion) :

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

2.35.3 existing floor:

2.35.3.1 With Chlorpyriphos E.C. 20% with 1% concentration Sqm 310.05 150.95 125.43 25.52 46800.68

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

5 4.1 All work up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal

4.1.6 size derived from natural sources) Cum 7,178.75 13.47 11.28 2.19

6 5.9 Centering and shuttering including strutting, propping etc. and removal of form with plastic formwork system for :

6.(a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 23.81 18.07 5.74 9336.31

6.(b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. Sqm 842.5 268.24 211.22 57.01 225988.83

Digitally signed by Anuvesh

6.(c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 927.25 81.78 71.456 10.33 75834.21

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

7 5.22 upto plinth level.

a 5.22.6 Thermo-Mechanically Treated bars. kg 107.85 12,947.97 12,092.24 855.73 1396438.45

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

8 5.33 discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level.

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 9,504.75 71.21 59.28332 11.93 676880.58

9 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

10 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 7,370.65 22.62 17.15202 5.47 166746.44

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

11 10.25 priming coat of approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 172.6 45.00 30.00 15.00 7767.00

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry

mixed with water proofing cement compound consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm.

This layer will be allowed to air cure for 4 hours.

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 144128.36

kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.

The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry

12 22.3 with polymer mixed slurry Sqm 769.3 187.35 157 30.35

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3

13 19.15 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening,

sorting and spreading to template and consolidation withlight power road-roller etc. complete. (payment for brick 9082.90

14 16.5.1 aggregate and moorum etc. to be made separately) Cum 879.7 10.33 8.75 1.58

Total External Development 50804826.80 4908500.00

1 ELECTRICAL WORK

SN Description Unit Rate(Rs.) Total Qty DSR Amount NDSR Amount

CIRCUIT POINT WIRING

Wiring for light point/ fan point/exhaust fan point/call bell point with 1.5 sq. mm FRLS PVC insulated copper

1.1(DSR conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular

2025) plate, suitable GI box and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core

cable etc as required.

Wiring for group controlled (looping) light point /fan point / exhaust fan point/call bell point (without

independent switch etc) with 1.5 sqmm FRLS PVC insulated copper conductor cable in surface/recessed PVC

conduit and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc.as

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in

surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and

earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular

switches in recess etc. as required.

Digitally signed by Anuvesh

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including

connections but excluding modular plate etc. as required.

21 1.24.6 Telephone socket outlet Each 168.00 20 12 6 2 3360

22 1.24.7 TV antenna socket outlet Each 168.00 32 16 12 4 5376

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

24 1.31 including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection Each 545.00 7 4 2 1 3815

etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

25 1.32 including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, Each 659.00 6 3 2 1 3954

connection etc. as required.

Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including

26 1.57 providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, Each 807.00 10 4 4 2 8070

painting etc. as required.

supplying, installation, testing & commissioning of weather proof box made out of hot moulded SMC sheet of

size 285mm x 210mm x 117mm complete with 4 Nos. electrolytic aluminium busbar of 63 Amps. with

porcelain base and suitable din bar including supplying and fixing one No. 16 A SPMCB complete with

connections & inter-connections etc. as required (SINTAX Make).

28 1.14 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper

conductor, single core cable in surface/ recessed medium class PVC conduit as required.

33 CABLE TRAYS AND ACCESSORIES :

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation

thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with

connectors, suspended from the ceiling/ wall with G.I. suspenders including G.I. bolts & nuts, etc. as required

to be installed horizontally or vertically. The cable tray shall be complete including cost of bends, elbows,

cross, tees, reducers, supporting arrangements etc as per drawings/site condition and as required.

35 4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 803.00 72 45 18 9 57816

36 4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 1062.00 80 50 20 10 84960

37 DISTRIBUTION BOARDS

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board,

415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for

41 2.1 inductive load of following poles in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

45 2.10.5 Triple pole and neutral Nos. 1301.00 16 6 8 2 20816

Digitally signed by Anuvesh

Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit

46 2.15 breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing

and commissioning etc. as required.

Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

51 2.11 Supplying and fixing Single Pole Blanking Plate in the existing MCB DB complete Etc. as required. Each 14.00 32 12 16 4 448

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug

top along with 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal

cover for the socket out let and complete with connections, testing and commissioning etc. as required.

53 SUB-STATION EQUIPMENT-

54 MR 500 KVA 3-Phase Package Substation (CSS)

55 1 11 KV HT PANEL

Supply, Installation, Testing and Commissioning of indoor type floor mounted metal clad, 2mm thick, 11KV

VCB panel with 1No. 11 kV, 630A 350MVA VCB + 1No. 11 kV, 630A 350MVA VCB Panel with totally enclosed &

electrically interlocked, horizontal drawout, horizontal isolation type breaker as per IS 13118, as per

specifications, having capacities as mentioned below, single break, trip free mechanism, manually charged and

auto/manually closing breaker suitable for use on 11kV, 3Phase, 50Hz A.C. supply with short circuit fault level

56 of 350 MVA, complete with self contained electrically interlocked rack in and rack out mechanism, air

insulated & encapsulated copper bus bars of 800Amp capacity, breaker featured with mechanical ON/ OFF

indicator with hand trip device, spring release coil, shunt trip coil and auxiliary switch of 4NO + 4NC , PT

11kv/110volts , IDMT Relay and equipped with following switchgears and accessories i/c connections and

Outgoing shall be suitable for 3Cx 185*sq.mm XLPE 11kV cable (cable entry from bottom/top/side) end

termination with heat shrinkable jointing material, Strip heater with thermostat to prevent absorption of

moisture etc. as required.

57 INCOMER - Consisting of followings

58 1 No. 630 Amp. 350 MVA VCB with earth switch.

59 1 No. 630 Amp. - 11kv/110 volts PT class 0.5 accuracy and 100va burden with 1 no. voltmeter (0-15kv), digital

type, selector switch for voltmeter & protection fuses/MCB for HT metering up to 12kv on incomer.

1 NO.- Digital flush type class- 0.5 or better accuracy multifunction meter showing voltage, ampere, KWH and

power factor, frequency etc. with MDI

Manual push buttons for VCB off, VCB on, & for trip alarm cancellation. Shunt trip coil, 1 set of three phase

R,Y,B indicating lamps along with 2A SP MCB back up protection, control terminals & wiring, One number

61 tripple pole IDMT non-directional relay, two poles arranged for over current protection and one pole for earth

fault protection. One set inbuilt DC power pack. Cable end box, trip super vision relay, master trip relay, digital

display power factor meter AC 3 phase, 1 set of solid stat audio and visual annucinator with test/accept/reset-

push button ane electronic hooter, strip heater with thermostat to prevent absorption of moisture.

62 OUTGOING - 1No. Consisting of followings

63 630 Amp. 350 MVA VCB with earth switch.

Power pack with 220 volt AC input & 24 volt DC continious output suitable for closing/tripping/indication of HT

64 panel board with 2 nos. of 12 volts each maintenance free batteries of 100(suitable) AH each, charging unit,

capacitor bank for emergency delievring for trip system complete with suitable capacity of ammeter &

voltmeter i/c connections with 2.5 sqmm. FRLS insulated copper conductor cable etc. as required.

65 Suitable space for termination of 1 No. 3 C x 240 sq.mm XLPE cable.

66 2 TRANSFORMER

Digitally signed by Anuvesh

11/0.433 KV, 3 Phase, 50 Hz outdoor/ indoor mounting (Mineral oil filled) 24.1 Supplying installation testing

and commissioning of following capacity (continuous loading) Level-2 / BEE 3 Star rated , 11/0.433 KV step

down, 3 Phase, 50 Hz, Dyn 11 vector group, ONAN (Oil Natural Air Natural) copper wound transformer

(Electrolytic grade 99.9% pure copper, Core made of first grade Cold Rolled Grain Oriented (CRGO) Core grade

MOH or better, suitable for out door/indoor applications with On Load Tap Changer (OLTC) on HV side having

AVR relay and Remote Tap Changer Control (RTCC) for automatic sensing of incoming voltage, automatic

operation of OLTC and facility for remote and manual operation of OLTC HV side in range of +5% to -15% in

steps of 2.5%, having cable end boxes on HV side suitable for 3x400 sq.mm XLPE cable of 11 KV grade,

including bus trunking arrangement on LV side including supplying and laying of copper conductor multicore

control cable from transformer to HT breaker/panel for safety tripping, complete with all accessories and

safety provisions as per relevant IS Code including first filling of filtered dehydrated oil, i/c supplying and

grouting of suitable M.S. Channel with all accessories and transformer shall be confirming to IS : 2026 (Part 1

to Part 5), IS : 1180 and as per CPWD specifications complete in all respects etc as required at site. The

maximum flux density in any part of the core and yoke at rated voltage and frequency shall be such that the

67 flux density with + 12.5 percent combined voltage and frequency variation from rated voltage and frequency

does not exceed 1.9 Tesla. The permissible temperature-rise shall not exceed 35 0C for oil and 40 dg. C up to

200 KVA and 40 0C for oil and 45 dg. C for above 200 KVA for winding. Inside of tank shall be painted with

varnish or liquid resistant paint. For external surfaces one coat of thermo setting powder paint or one coat of

epoxy primer followed by two coats of polyurethane base paint shall be used. IS: 1180 (Part 3) shall be referred

to for paint thickness 119 DELHI SCHEDULE OF RATES (E&M)-2025 for normal to medium corrosive

atmosphere. For highly polluted atmosphere and special application external paint work shall be as per

direction of Engineer-in-Charge. Design ambient condition: a) air temperature 50 0C, b) Relative Humidity 90 %

Max, c) Seismic Zone as per location of site, d) Altitude as per location/site. Noise level Shall not exceed limits

as per NEMA TR-1 with all accessories running measured as per IEC 551 / NEMA standard. The transformer

should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing

location etc. Marking Each transformer shall be provided with rating plate made of anodized aluminium/

stainless steel material securely fixed on the outer body, easily accessible, as per IS: 1180 Part-3. The entries

on the rating plate shall be indelibly marked. Fitting and Accessories : The following fittings shall be provided:-

68 500 KVA Each

69 3 Main LT Panel SET

70 Incomer from Transformer

It shall be electrically & Mechanically interlocked with both incoming & Bus coupler's contactor in such a way

that at any one time two supply should not get mixed up.

Supplying, installing, testing and commissioning of 4 Pole ACB , 800 Amp, 4 Pole, 415V, 50kA (minimum)

breaking capacity, draw-out type, complete with microprocessor based electronic trip unit (LSIG) (Long time,

Short time, Instantaneous & Earth fault protection), shunt trip coil, closing coil, under voltage release, spring

charging motor, mechanical ON/OFF/TRIP indication, auxiliary contacts (minimum 2NO + 2NC), padlocking

facility, all required interlocks, including termination, hardware, lugs, control wiring, etc. complete as required.

“Providing, installing, testing and commissioning Automatic Transfer Switch (ATS) of 800 Amp, 4 Pole ACB,

73 415V, suitable for DG set changeover with mains, complete with 630 Amp 4 Pole MCCB incomer, motorized

changeover mechanism, controller, interlocking arrangement, indication lamps, necessary CTs, metering,

protection, wiring, terminations, earthing, accessories etc., complete as required.”

74 Metering for incomers

75 1 nos. Under voltage relay with timer.

76 0-800 volt range voltmeter with selector switch (P.T. connected)

77 2 set of 3 CT's of ratio 800/5A, Class 1.0 accuracy 15 VA burden for metering.

78 2 set of 3 CT's of ratio 800/5A, Class 1.0 accuracy 15 VA burden for APFCR.

2 nos. Energy analyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI (EM 6400 of Conzerve or

equi.) with RS 485 communication port for communication / report generation.

80 Power factor meter.

81 Frequency meter.

82 Indications for incomers

6 Nos. LED type phase indicating lamps, each lamp shall be with bakup HRC fuse/MCB.

Digitally signed by Anuvesh

1 section of 800 AMP , 415 Volts, 3 phase 50 HZ TPN high conductivity electrolytic Aluminium bus bar of

85 suitable length, SMC / DMC supports, with colour coading and insulated by heat shrinkable sleeves and clip on

shrouds for joints.

86 The current density of bus bar up to 400 Amp shall be minimum 1.00 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should

be restricted to 35 deg C above design ambient temperature of 50 deg C.

All outgoing feeders shall be provided with Microprocessor (electronic) trip, one set of phase indication lamps

89 and trip indication lamps with protection fuses/MCB and ammeter with selector switch with suitable ratio CT's

of accuracy class 1.0

90 OUT GOINGS :

91 1 No. 630 amps 4P MCCB 35kA outgoing feeder .

92 3 No. 100 amps 4P MCCB 35kA outgoing feeder .

94 Panel shall conform to IS 8623 / IEC 61439

95 Switchgear shall conform to relevant IS/IEC standards

96 Wiring with FRLS copper control cables

97 Additional Features

98 APFC relay integration

99 BMS compatibility (Modbus/communication port)

100 Space heaters for moisture control

101 TOTAL CARRIED TO SUMMERY 500 KVA SET 7500000.00 1 7500000

MR Distribution panel

Incomer from Main LT Panel

It shall be electrically & Mechanically interlocked with both incoming & Bus coupler's contactor in such a way

that at any one time two supply should not get mixed up.

Supplying, installing, testing and commissioning of 4 Pole ACB , 400 Amp, 4 Pole, 415V, 50kA (minimum)

breaking capacity, draw-out type, complete with microprocessor based electronic trip unit (LSIG) (Long time,

Short time, Instantaneous & Earth fault protection), shunt trip coil, closing coil, under voltage release, spring

charging motor, mechanical ON/OFF/TRIP indication, auxiliary contacts (minimum 2NO + 2NC), padlocking

facility, all required interlocks, including termination, hardware, lugs, control wiring, etc. complete as required.

“Providing, installing, testing and commissioning Automatic Transfer Switch (ATS) of 400 Amp, 4 Pole ACB,

415V, suitable for DG set changeover with mains, complete with 630 Amp 4 Pole MCCB incomer, motorized

changeover mechanism, controller, interlocking arrangement, indication lamps, necessary CTs, metering,

protection, wiring, terminations, earthing, accessories etc., complete as required.”

Metering for incomers

1 nos. Under voltage relay with timer.

0-400 volt range voltmeter with selector switch (P.T. connected)

2 set of 3 CT's of ratio 400/5A, Class 1.0 accuracy 15 VA burden for metering.

2 set of 3 CT's of ratio 800/5A, Class 1.0 accuracy 15 VA burden for APFCR.

2 nos. Energy analyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI (EM 6400 of Conzerve or

equi.) with RS 485 communication port for communication / report generation.

Power factor meter.

Frequency meter.

Indications for incomers

6 Nos. LED type phase indicating lamps, each lamp shall be with bakup HRC fuse/MCB.

1 section of 800 AMP , 415 Volts, 3 phase 50 HZ TPN high conductivity electrolytic Aluminium bus bar of

suitable length, SMC / DMC supports, with colour coading and insulated by heat shrinkable sleeves and clip on

shrouds for joints.

The current density of bus bar up to 400 Amp shall be minimum 1.00 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should

be restricted to 35 deg C above design ambient temperature of 50 deg C.

Digitally signed by Anuvesh

All outgoing feeders shall be provided with Microprocessor (electronic) trip, one set of phase indication lamps

and trip indication lamps with protection fuses/MCB and ammeter with selector switch with suitable ratio CT's

of accuracy class 1.0

1 No. 150 amps 4P MCCB 35kA outgoing feeder .

3 No. 100 amps 4P MCCB 35kA outgoing feeder .

Panel shall conform to IS 8623 / IEC 61439

Switchgear shall conform to relevant IS/IEC standards

Wiring with FRLS copper control cables

Additional Features

APFC relay integration

BMS compatibility (Modbus/communication port)

Space heaters for moisture control

TOTAL CARRIED TO SUMMERY SET 400000.00 1 400000

Supplying, Installation, Testing & Commissioning of ‘Silent Type Diesel Generating set as per CPCB IV + or

better norms along with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power

factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site

with fuel, load for test and other necessary arrangements Complete as per CPWD specifications, should have

QR code which should contain drawing, test report OEM manual,Geo- Tag of manufacturing location, rating

plate as per relevant IS Code etc. and consisting of the followings: (A) Diesel Engine: Tourbocharged Diesel

engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of suitable BHP at

1500 RPM suitable for above output of alternator at 40 0C, 50% RH & at 1000 Meter MSL , capable of taking

10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic

governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating

Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall

be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and Conforming to

BS 5514, BS 649, IS 10000, IS 10002, IS 13018 and as per CPWD specifications. (B) Engine mounted Instrument

Panel fitted with and having digital dis Plate for following: (i) Start-stop switch with key (ii) Water temperature

102 29.1 indication (iii) Lubrication oil pressure indication (iv) Lubrication oil temperature indication (v) Battery charging

indication and Voltage indication (vi) RPM indication (vii) Over speed indication (viii) Low lubricantion Oil trip

indication (ix) Engine Running Hours indication (x) Fuel Level 216 DELHI SCHEDULE OF RATES (E&M)-2025 (C)

Alternator: Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply

with 0.8 lagging power factor at 40 0C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen

Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of

taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-

regulated through AVR conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and

with class- H insulation. (D) Base Frame & Foundation: Both the engine and alternator shall be mounted on

suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable

cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer.

(E) FUEL TANK: Daily service fuel tank of suitable liters capacity as per CPWD Specifications, fabricated out of 3

mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel

engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications & accessories as required

Digitally signed by Anuvesh

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 30 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 (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 190 DELHI SCHEDULE OF RATES (E&M)-2025 reliable operation using Insulated 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

104 26.2 and delivering quality power to the 100% non-linear loads. Current total harmonic effect(ITHD) on the input

grid shall be < 5% at 50 %load. (The required LC ( inductor (L) and a capacitor (C)) filters shall be included in

UPS cost), extreme power factor kit to be included to limit the input power factor (PF) to 0.99 and output

power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ), however UPS shall be suitable to

take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC : 3Phase

400V +/-20%, 50 Hz +/-5 Hz, AC Output voltage: 3Phase 415 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120%

for 10 mins, Sine wave output. Non condensing, noise level less than 60db at 1 meter distance, protections:

Input Under voltage over voltage, abnormal out voltage, battery over charging, output over current, short

circuit protection, battery deep discharge protection, 10KV surge. 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

105 26.2.2 30KVA (Each Power module shall be < 10 KVA) EACH 505748 1 505748

106 EARTHING INSTALLATION

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry

107 5.4 enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ Set 8351.00 6 50106

coke and salt as required.

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing

108 5.6 masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. With Set 15004.00 6 90024

charcoal/ coke and salt as required.

109 5.12 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe RM 313.00 80 25040

from earth electrode including connection with G.I. thimble excavation and re-filling as required.

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.

Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/

recessed conduit/submain wiring/ cable as required.

114 5.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required. RM 173.00 60 10380

115 LIGHTS ITEM

116 8.9 LED Batten light (System lumen efficacy ≥105

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 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 45 DELHI SCHEDULE OF RATES (E&M)-2025 Colour Matching) 1.20

119 8.5 LED Down lighter (COB Type) (System lumen efficacy ≥120 lm/Watt )

Digitally signed by Anuvesh

Supplying, Installation, Testing & Commissioning of Street light LED fixture, powder coated pressure die cast

aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input

voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection

of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-

10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle as per

IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia

pipe, life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen

maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K

(As per ANSI Bin), SDCM(Standard Deviation Color Matching) 135 lm/Watt output . LM79 & LM80 Test report

and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved

by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that

LED junction temperature shall not rise above 90°C).

Supply, Installation, Testing and Commissioning (SITC) of 6 metre high street lighting pole, hot-dip galvanized

/ corrosion-resistant octagonal steel tubular pole, suitable for mounting of LED street light luminaire, complete

with base plate, foundation bolts, nut and washers, suitable base foundation, earthing arrangement, cable

entry provision, access door with lockable arrangement and all necessary accessories, including excavation,

PCC/RCC foundation, grouting, erection, alignment, painting/touch-up and making good the surface, complete

in all respects as required for satisfactory operation.The pole shall be designed for the applicable wind speed

and structural loading conditions at site and shall conform to relevant BIS/IS standards and CPWD General

Specifications for Electrical Works. The complete installation shall be tested and commissioned as required.

Outdoor Integrated all-in-one 40 Watt solar street light with 6 mtr GI pole and Lithium Ferro Phosphate

134 MR battery, solar panel and charger built into the luminaire. Pressure die cast aluminium for sturdiness and long Each 26055.00 9 6 2 1 234495

life. Specially designed pole mounting bracket allows different tilt angles, lateral and pole top mounting.

SunStay has highest ever system efficacy of more than 175lm/w. with all accessories as required.

DSR 2025 Installation, Testing and Commissioning of exhaust fan in the existing opening, including making good the

E&M damage, connection, testing, commissioning etc. as required.

137 1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. Each 260.00 49 9 30 10 12740

Supply, installation, testing and commissioning of the following HT & LT cables or approved equivalent:

140 11 KV Grade HT Cable

Supply of following sizes of XLPE insulated PVC sheathed aluminium conductor armoured power cable of 11kV

grade H.T. Cable shall be of earthed grade and shall be of stranded construction, comply to IS 8130., and with

electrolytic grade purity aluminium conductor, shall be manufactured & tested in accordance with IS : 7098

(Part II). Outer sheath shall be of tough, PVC compound as per IS: 5831 and shall be extruded over the

armouring. etc.complete as per technical specifications.

143 LAYING OF HT CABLES

144 Laying of 11 kV Grade HT Cables

Laying of one number XLPE power cable of 11 KV grade of following size in in Ground, Surface and Cable Trays

and Load in Hume Pipe/Duct. etc.complete as per technical specifications.

146 DSR-22.1.2 Above 120 sq. mm and upto 400 sq. mm Mtr 694.00 45 31230

147 11 kV HT CABLE END TERMINATION

148 23.1 Supplying and making indoor cable end jointing with cast resin compound, including lugs and other jointing

materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :

149 DSR-23.1.3 3 C x 240 sq.mm 11 KV XLPE (E) cable (indoor type) SET 4144.00 4 16576

Digitally signed by Anuvesh

150 Supplying and making outdoor cable end jointing with cast resin compound, including lugs and other jointing

materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :

151 DSR-23.2.3 3 C x 240 sq.mm 11 KV XLPE (E) cable (Outdoor type) SET 7010.00 4 28040

152 2 LT CABLES

Supply of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade,

cross-sectional area as follows

158 MR 3 core, 6 Sq.mm. ARM. Mtr 110.00 70 7700

159 MR 4 Core Copper 25 Sqmm Flexible Cable Mtr 630.00 25 15750

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size on

wall or surface required.

161 DSR-10.7.1 up to 35 sqmm.(Clamped with 1 mm thick saddle) Mtr 64.00 75 4800

162 DSR-10.7.2 Above 35 sq. mm and upto 95 sq. mm(Clamped with 25x3 mm thick Flat clamp) Mtr 151.00 45 6795

163 DSR-10.7.4 Above 185 sq. mm and upto 400 sq. mm(Clamped with 40x3 mm thick Flat clamp) Mtr 180.00 45 8100

164 Supplying and making end termination with brass compression gland and aluminium lugs for following size of

PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars,

170 15.14 jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as

172 MR Distribution LT Panel

Design, manufacture, supply inspection, instalation, handling, assembling, affecting proper connections,

testing and commissioning of 14 SWG CRCA sheet steel fabricated cubical type Main L.T. Panel, floor

mounting, dust & vermin proof, front operated construction, enclosure class - IP 52, powder coated after

proper treatment with 9 tank process with top/bottom removable gland plates, as required, double

compression type cable glands, earth bus, hinged and lockable doors to achieve dust and vermin proof

complete with all inter connections small wiring by min. 2.5 sq. mm. FRLS copper wires, ckt labels etc. The

Aluminium Bus Bar shall be of suitable length, 500 volts, 3 phase 50 Hz TPN, electrolytic aluminium as per IS

8623 . The panel feeders shall be suitable for terminating suitable up to 3.5 / 4 core 300 sq mm armoured

aluminium cable or Aluminium Bus Duct as required.

174 Incomer from Main LT Panel

It shall be electrically & Mechanically interlocked with both incoming & Bus coupler's contactor in such a way

that at any one time two supply should not get mixed up.

Supplying, installing, testing and commissioning of Air Circuit Breaker (ACB), 630 Amp, 4 Pole, 415V, 50kA

(minimum) breaking capacity, draw-out type, complete with microprocessor based electronic trip unit (LSIG)

(Long time, Short time, Instantaneous & Earth fault protection), shunt trip coil, closing coil, under voltage

release, spring charging motor, mechanical ON/OFF/TRIP indication, auxiliary contacts (minimum 2NO + 2NC),

padlocking facility, all required interlocks, including termination, hardware, lugs, control wiring, etc. complete

“Providing, installing, testing and commissioning Automatic Transfer Switch (ATS) of 630 Amp, 4 Pole, 415V,

177 suitable for DG set changeover with mains, complete with 1000 Amp ACB incomer, motorized changeover

mechanism, controller, interlocking arrangement, indication lamps, necessary CTs, metering, protection,

wiring, terminations, earthing, accessories etc., complete as required.”

178 Metering for incomers

179 1 nos. Under voltage relay with timer.

180 0-500 volt range voltmeter with selector switch (P.T. connected)

181 2 set of 3 CT's of ratio 630/5A, Class 1.0 accuracy 15 VA burden for metering.

Digitally signed by Anuvesh

182 2 set of 3 CT's of ratio 630/5A, Class 1.0 accuracy 15 VA burden for APFCR.

2 nos. Energy analyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI (EM 6400 of Conzerve or

equi.) with RS 485 communication port for communication / report generation.

184 Power factor meter.

185 Frequency meter.

186 Indications for incomers

187 6 Nos. LED type phase indicating lamps, each lamp shall be with bakup HRC fuse/MCB.

1 section of 630AMP , 415 Volts, 3 phase 50 HZ TPN high conductivity electrolytic Aluminium bus bar of

189 suitable length, SMC / DMC supports, with colour coading and insulated by heat shrinkable sleeves and clip on

shrouds for joints.

190 The current density of bus bar up to 400 Amp shall be minimum 1.00 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should

be restricted to 35 deg C above design ambient temperature of 50 deg C.

192 OUT GOINGS

All outgoing feeders shall be provided with Microprocessor (electronic) trip, one set of phase indication lamps

193 and trip indication lamps with protection fuses/MCB and ammeter with selector switch with suitable ratio CT's

of accuracy class 1.0

194 OUT GOINGS :

195 1 No. 100 amps 4P MCCB 35kA outgoing feeder .

196 18 No. 63 amps 4P MCCB 35kA outgoing feeder .

197 Standards:

198 Panel shall conform to IS 8623 / IEC 61439

199 Switchgear shall conform to relevant IS/IEC standards

200 Wiring with FRLS copper control cables

201 TOTAL CARRIED TO SUMMERY SET 600000.00 1 600000

202 LIFT PANEL

203 MR SITC of Lift Panel SET 204595.00 1 204595

Main Incomer With Metering & Control

100A FP MCCB 25KA With Microprocessor based release having S/C & O/L Protection.

Electrolytic Grade Aluminium Busbar with PVC Heat Shrinkable Colour Coated Sleeve Suitable for Incoming &

Outgoing Feeders (Main Busbar 100A Aluminium)

205 Outgoing Section - -

1 No TPN 40A 10kA & 1 No 32 Amp TPN 10 KAThermal Magnetic Release based MCB (With S/C,O/L Protection)

207 MR EXTERNAL LIGHTNING PANEL SET 126466.00 2 252932

Main Incomer With Metering & Control & Timer 63A FP MCCB 25KA With Microprocessor based release

having S/C & O/L Protection.

BUS BAR Electrolytic Grade Aluminium Busbar with PVC Heat Shrinkable Colour Coated Sleeve Suitable for

Incoming & Outgoing Feeders (Main Busbar 200A Aluminium)

209 Outgoing Section -

210 2 Nos TPN 32A 10kA Thermal Magnetic Release based MCB (With S/C,O/L Protection)

212 25.2 HYBRID Power Factor Correction System

Digitally signed by Anuvesh

HYBRID Power Factor Correction System Supply, Installation, testing and commissioning of HYBRID APFC Panel,

3 phase 4 wire, 415 V, 50 Hz AC System for Ambient temperature -5°C to +40°C of following capacity with

passive solution of 60% capacity and active solution of 40% capacity,3Phase 4 wire Hybrid Power Factor

Correction Solution (with arrangment for neutral current balance) to achieve >0.99 lag and TDDI/THDV values

within IEEE recommended limits.APFC should be designed as per IS 16636 Or IEC 61921. The active section and

passive section shall work in sync to give optimized output. The degree of protection of passive section should

be IP 42, and of active section should be minimum IP 21.The switching device for APFC passive section should

be through capacitor duty contactor and for the active compensation system shall be IGBT based with 3 level

topology having 12 IGBT in inverter circuit. The active compensation system should filter harmonics from 2nd

to 50th individual harmonic order and shall be selectable for the entire range. The active compensation system

should have feature to improve PF correction and harmonic filtration having response time < 100 Micro

second. The hybrid panel shall be indoor type floor mounted free standing totally enclosed, extensible,

fabricated in compartmentalised designed made of CRCA sheet steel of 2.0mm thick for framework & 186

DELHI SCHEDULE OF RATES (E&M)-2025 covers, 3 mm thick for gland plate i/c cleaning & finishing complete

213 with 9 tank process for powder coated of approved shade ( RAL 7032-Siemens gray or as approved by Engineer-

in-Charge), having front section (switch gear and control accessories) and rear section (capacitor and reactor),

front and rear access, having suitable current carrying capacity, extensible TPN Aluminium alloy bus bar of high

conductivity, DMC/SMC bus bar supports,bottom base channel of MS Section, fabrication shall be done in

transportable section, entire panel shall have common copper earth bar of minimum size of 25mm x 5mm

with 2 nos. earth studs, the earth terminals provided on the body of capacitor bank shall also be bonded to the

main capacitor panel earth bus with 2 nos. 8 SWG or 6 SWG GI earth wires/ equivalent size of copper

conductor cable, forced ventilation for maintaining temperature rise not more than 5°C from ambient,

interconnections, connections with 14% detuned reactor and heavy duty 525 V ISI marked Impregnated

MPP(Metalized Polypropylene) Capacitor (IS 13340 Part -1 & 2) APFC Panel shall be in compliance with IS

:16636 & CPWD Specifications etc. as per below details. (A) Incomers Suitable capacity MCCB/ACB (Upto 300

KVAR, MCCB and above 300 KVAR, ACB ) Microprocessor base with O/C, S/C, E/L release of TPN 50KA breaking

capacity (Ics=Icu), ON, OFF, Trip, R, Y, B - LED Indicating Lamp set alongwith required Instruments and

accessories with extended rotary handel and door interlocking arrangment. Current rating of the Incomer in

215 LIGHTNING ARRESTER

216 Providing and fixing of lightning conductor finial, made of 25 mm dia 300mm long, G.I. tube, having single Each 609.00 8 4 4 4872

prong at top, with 85mm dia 6mm thick G.I. base plate i ncluding 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, 125 mm long, with 4 nos. of G.I.

bolts, nuts, chuck nuts and spring washers etc. complete as required.

224 DSR 5.2 Earthing with G.I earth Pipe 4.5 metre long, 40mm dia including accessories and providing masonry enclosure nos 7658.00 260 140 120 1991080

with cover Plate having locking arrangement and watering pipe etc with charcoal /coke and salt as required.

Jointing copper /G.I. tape (with another copper/ GI tape, base of the finial or any other metallie object) by

riveting /nut bolting/sweating and soldering etc as required.

228 DSR 6.11 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. meter 221.00 262 139 123 57902

230 MR Solar works

Digitally signed by Anuvesh

Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant conforming to

various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and

CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net

metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power

conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting

arrangement, conduits, pipes, cable trays and other accessories etc. as required. a) High Energy Efficiency

Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC

61215, IS/IEC 61730- Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be

less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in

solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less

than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in

relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in

any solar power project must have Radio frequency identification tag with information such as name of

manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V

curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC

certificate. b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase,

4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage.

Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient

temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in 91 DELHI

SCHEDULE OF RATES (E&M)-2025 meter and data logger, MPPT, switching devices IGBT/MOSFETs and

controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-

up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC

standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect

pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over

current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source,

Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable

standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all

3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and

other parameters applicable standard. Communication interface RS 485 / RS 232. c) Module mounting

structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized

MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter

above the terrace level / ground level. The mounting structure would be designed to sustain wind load and

248 21.1 Passenger lift

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:- (i) Speed-1 MPS (ii) Floors-5 (G+4) (iii) Travel -17 Meters (approx.) (iv) Stops & opening-

5 stops and 5 openings (v) Controller: A.C. variable voltage & variable frequency (vi) Automatic rescue device

(ARD) complete with dry maintenance free batteries as required. vii) Operation: Microprocessor based single

automatic push button/simplex selective collective/duplex collective selective with/without attendant (viii) Power-

415 Volts+10%, 3 phase, 50 Hz, 4 wires system (ix) Car Enclosure: Stainless steel scratch proof (Moon

Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw)

and LED fitting. (x) The car flooring should be smooth and antiskid as approved by engineer-in-charge. (xi)

249 Type of doors (a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon

Rock/Honeycomb/ Hairline Finish). (b) Landing doors: stainless steel scratch proof . (xii) A hand rail not less

that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car. (xiii)Voice

announcement system in the car to 109 DELHI SCHEDULE OF RATES (E&M)-2025 announce the position of

the elevator in the hoist way as the car passes or stops at floor served by the elevator. (xiv) Closed loop

Control System, protection against 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 fan and

light fitting for 1 hour, pit ladder. (xv) 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. (xvi) An appropriate technological

support be provided (Through emergency messaging |services or alarms etc.) to respond to the emergency

requirements of person with hearing impairment or deafness. (xvii) In case of failure of ARD or other electronic

devices, a provision of manual rescue be provided

254 Total Carried In Electrical 14249315.55 12986099

Digitally signed by Anuvesh

256 CCTV & BIS

Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including

1.2 painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit

1 1.18 Supplying and drawing following pair 0.5 mm dia FRLS/HFFR PVC insulated annealed copper conductor,

unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including

connections but excluding modular plate etc. as required.

4 1.24.6 Telephone socket outlet Each 168.00 12 12 2016

Supplying Installation Testing and Commissioning of 24 port Cat6 Patch Panel loaded. Must be of 1U height

5 39.11 with clear label holders and white label with the panel.24 Ports Cat-6 Patch Panel should have ETL/UL Each 5278.00 2 2 10556

verification program certificate for compliance with

ANSI/TIA-568.2-D etc. complete as required.

Supplying, Installation, Testing and commissioning of CAT6A Copper Information Outlet (IO) with face plate of

color as per site requirement, should have ETL/UL verification program certificate for compliance with

ANSI/TIA-568.2-D. All copper Cable and Components should be from same OEM to maintain compatibility and

interoperability etc. complete as required.

Supplying, Installation, Testing and commissioning of RJ45 Connector for CAT 6/6A Cables. RJ45 modular plug

7 39.16 supports 4 twisted pairs, 8 positions, 8 connectors. Housing: PC, UL94V-2, transparent color, Use for 24- 26 Each 9.00 24 24 216

AWG stranded wires etc. complete as required.

Supplying, drawing, Testing and commissioning of Cat6A UTP 4 pair, 23 AWG solid copper cable in existing

conduit/ on surface, U/FTP, LSZH, Non Plenum, Horizontal (solid) Cable suitable for high speed data

networking application supporting upto 10Gbps over a 100 meter channel. The 4 Unshielded Twisted Pairs

(UTP) cable with color coded insulation for easy indentification should have FLAME PROPERTIES i.e.

Flammability Test - IEC 60332-1, Smoke Density - IEC 61034, LSZH standards compliance: ANSI/TIA-568 C.2,

ISO/IEC 11801, IEEE 802.3an, RoHS. Delay Skew should be < 45NS. The outer Cable Diameter should be 7.5 + 2

mm. Cable should have been tested and verified by UL/ ETL etc. complete as required.

Supplying, Installation, Testing and commissioning of CAT6A Copper Information Outlet (IO) with face plate of

9 39.15 color as per site requirement, should have ETL/UL verification program certificate for compliance with Each 302.00 12 12 3624

ANSI/TIA-568.2-D. All copper Cable and Components should be from same OEM to maintain compatibility and

interoperability.

10 39.13 Supplying, Installation, Testing and commissioning of following CAT6A Patch Cord should have ETL/UL

verification program certificate for compliance with ANSI/TIA-568.2-D etc. complete as required.

11 39.13.1 Copper Patch Cords of length 1m (3ft) Each 173.00 12 12 2076

12 39.13.2 Copper Patch Cords of length 3m (10ft) Each 405.00 4 4 1620

Digitally signed by Anuvesh

Supplying Installation Testing and Commissioning of 5/6MP IP IR Dome Camera having following specifications

and features etc :- 1)Type of Camera: Dome Camera 2) Image Sensor: 1/2.8" or better progressive Scan CMOS

get color image even at night condition 3) Signal System: PAL/NTSC 4) Minimum Illumination: 0.008Lux@ F1.4,

AGC ON, 0 lux with IR or better 5) Imaging: 1/3s to 1/30000s Shutter Support, Auto Gain Control , White

Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 6) On Screen

Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to Noise

Ratio: > 50 dB 8) Day & Night: True Day & Night High Performance Mechanical IR cut filter with auto switch, IR

Source Inbuilt IR LED's with effective distance upto 50 Mtrs integrated IR 30 Mtrs for colour view in night. 9)

Video Compression (Minimum): H.265 or better, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 10) Wide

Dynamic Range: WDR (120dB or more) 11) Digital Noise Reduction: DNR (2D/3D) On/Off 12) Streaming: Triple

streaming, configurable 13) Video Streaming & Frame Rates: Triple streaming , configurable Main stream:

5/6MP @25/30 fps, Sub streams: D1@25/30 fps or better 14) Image Setting: Rotate Mode, saturation,

brightness, contrast, sharpness adjustable through client software or web browser 15) Profile Management:

User configuration import, export 16) Security: User Authentication, Water Marking 17) Onboard Storage:

13 40.5 Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with

minimum 128GB memory Card. 18) Recording Management: Format SD, overwrite, storage management,

video to NAS device, 287 DELHI SCHEDULE OF RATES (E&M)-2025 19) Edge Analytics : Tripwire, Intrusion,

Motion Detection 20) Alarm Trigger : Motion/tampering detection; network disconnection detection; IP

conflict detection; memory card state detection; memory space detection 21) Alarm Support: It should have

1/1 Alarm In/ Out Port 22) Audio Support: It should have 1x Built-In Mic and 1/1 Audio In/ Out Port for

external Mic. and Speaker (As per site requirement) with G.711U/A/ G.711Mu/ AAC/ G.726 audio compression

23) Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP,

ICMP, SSL, DHCP, SMTP, RTSPS, unicast, 24) System Capability: ONVIF 25) VMS: Camera shall support open

source VMS 26) Cyber Security: trusted boot, AES 256-bit Encryption, Configuration encryption, trusted

execution, Digest, security logs, , account lockout, video encryption, IP/MAC filtering, HTTPS, trusted upgrade.

27) Ethernet: 1 RJ 45 10/100 Ethernet port 28) Power Input: The camera should support simultaneous dual

power input—12 VDC (via power adapter) and PoE—to ensure continuous operation in the event of a failure in

one power source. 29) Power Requirement: 12VDC/24VDC/PoE (802.3af)/ePoE 30) Enclosure: IP67 weather

14 40.5.2 5MP/6MP IP IR 2.7 to Testing

Supplying Installation 4 mm ~12andtoCommissioning

13.5mm or better Varifocal

of 5MP/6 MPMotorized

IP IR Bulletlens Dome

Camera Camera.

having following Each 26993.00 59 59 1592587

specifications, type of lens and features etc :- 1) Type of Camera: Bullet Camera 2) Image Sensor: 1/2.8" or

better progressive Scan CMOS get color image even at night condition 3) Signal System: PAL/NTSC 4) Minimum

Illumination: 0.006Lux@ F1.4, AGC ON, 0 lux with IR or better 5) Imaging: 1/3s to 1/30000s, Auto Gain Control

, White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 6) On

Screen Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to

Noise Ratio: > 50 dB 8) Lens Type & Focus: as given below. 9) Day & Night: True Day & Night High Performance

Mechanical IR cut filter with auto switch, IR Source Inbuilt IR LED's with effective distance upto 50 Mtrs

integrated IR and 30 Mtrs for colour view in night. 10) Video Compression (Minimum): H.265 or better, Audio:-

G.711U/A, G.711Mu, G.726, AAC, G.723 11) Wide Dynamic Range: WDR (120dB or more) 12) Digital Noise

Reduction: DNR (2D/3D) On/Off 13) Streaming: Triple streaming, configurable 14) Video Streaming & Frame

Rates: Triple streaming , configurable Main stream: 5MP/6MP @25/30 fps, Sub streams: D1@25/30 fps or

better 15) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client

software or web browser 16) Profile Management: User configuration import, export 17) Security: User

15 40.6 Authentication, Digital Water Marking 18) Onboard Storage: Camera should support built-in Micro

SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card. 19)

Recording Management: Format SD, overwrite, storage management, video to NAS device, 289 DELHI

SCHEDULE OF RATES (E&M)-2025 20) Edge Analytics: Tripwire, Intrusion, Motion Detection 21) Alarm Trigger :

Motion/tampering detection; network disconnection detection; IP conflict detection; memory card state

detection; memory space detection 22) Alarm Support: It should have 1/1 Alarm In/ Out Port 23) Audio

Support: It should have 1x Built-In Mic and 1/1 Audio In/ Out Port for external Mic. and Speaker (As per site

requirement) with G.711U/A / G.711Mu/ AAC/ G.726 audio compreesion 24) Network Protocol: SFTP, IPv6,

IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS,

unicast, 25) System Capability: ONVIF 26) VMS: Camera shall support open source VMS 27) Cyber Security:

trusted boot, AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs,

account lockout, , video encryption, IP/MAC filtering, HTTPS, trusted upgrade. 28) Ethernet: 1 RJ 45 10/100

Ethernet port 29) Power Input: The camera should support simultaneous dual power input—12 VDC (via power

adapter) and PoE—to ensure continuous operation in the event of a failure in one power source. 30) Power

16 40.6.1 5MP/6MP IP IR 2.8/ 3.6/6/8/12 mm fixed lens (as per site requirement) outdoor bullet Camera Each 12525.00 14 14 175350

Digitally signed by Anuvesh

4 MP IP IR motorized PTZ (4MP @25/30fps or better) camera, Triple streaming , configurable on resolution

Main stream: 4MP@25/30 fps Sub streams :1080p@25/30 fps & D1@25/30 fps or better, varifocal lens 4.5-

135mm or better with Automatic & manual Focus Adjustment provisions, 30x Optical zoom and 12x Digital

zoom with angle of viewH : 57˚–2.4˚, m, PAN Travel: Pan: 0° ~ 360° endless;Manual Pan: 300° /s, Preset : 300°

/s, Tilt Travel: Tilt: 0-90°, auto flip 180°, Manual Tilt: 200° /s, Preset : 300° /s

24 Port PoE Layer 2 Network Switch with PoE Support of 370W or higher with each copper port supporting

802.3at PoE+ min.

Supplying and fixing of following size Wall Mount Rack having Fixed Structure 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.

Supplying and fixing 42U Rack with 6 inch Castor wheels and front brake Floor Standing Rack with Main Frame

Pillar of 1.6mm CRCA Sheet with removable side panels, L- Shape adjustable Vertical Mounting Rail of 2mm

with 'U'Marking completely knocked-down condition (CKD) Shape, fitted with 4 number cooling fans,

minimum 8nos two line cable entry/exit provision at top and bottom with rubber protection, Front door 5mm

Toughened Glass with MS frame or MS perforated with lock, Rear MS vented or perforated door, Powder

coated Color- RAL- 7035 or black, 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

32 Channel Network Video Recorder (NVR) having display split :- Main screen: 1/4/8/9/16/25/32(36), 2nd

screen: 1/4/8/9/16

CENTRAL CONTROL SERVER Supplying Installation Testing Commissioning of Central Control Server System

comprising of Intel® Xeon® CPU E5-2640 x64 (or better) compatible with dual and quad core processors,

Windows 11 (Professional, Enterprise, Ultimate, 64 bit), Windows Server 2013 R2 (Standard, Enterprise, 64 bit)

23 42.1 16 GB or more, Video card and monitor capable of displaying at 1024 x 768 resolution or better, Latest Each 186434.00 1 1 186434

Microsoft Licence Version Operating System Loaded with MS OFFICE 2019 Professional, Word, EXCEL, Power

Point, Outlook Express, Microsoft Team official version lifetime licences suitable for running BMS software

complete etc. as required.

PC System Supplying Installation Testing Commissioning of Client PC System comprising of PC Hardware with

minimum11th Gen Intel® I7 processor CPU E5-2640 x64 (or better), compatible with dual and quad core

processors minimum 3.1 Ghz and 8GB or higher RAM, Hard Drive Space of 256 GB SSD or better, Video card

and monitor capable of 1920 x 1080 pixel resolution or better with Ethernet adapter (10/100/1000 Mbps with

RJ-45 connector) with 2 GB or higher Graphics card suitable for BMS System complete etc. as required.

25 42.3 LaserJet printer Supplying Installation Testing Commissioning of LaserJet printer having printing resolution Each 22674.00 2 2 45348

1200 x 1200 dpi, (dot/inch) or better, 21 to 30 ppm printing speed (LaserJet) complete etc. as required

LED Display Supplying, Installation, Testing and Commissioning of following size LED display (LED monitor)

industrial grade with 3840x2160 resolution or better, USB playback, bluetooth and miracast connectivity, 4X

HDMI 2.0, DP 1.2, HDR 10/10+, brightness: 500-nits 309 Unit Rate Each 186434.00 Each Each 90698.00

42.4 22674.00 DELHI SCHEDULE OF RATES (E&M)-2025 or better, Video wall mode should be available, contrast

ratio: 1200:1, OPS slot, viewing angle (H/V): 170°/ 170°, response time less than 12ms, Display control shall be

on monitor screen and programmable with remote (remote shall be supplied with system), Key Board, Optical

Mouse, etc. as required.

42 inch or larger Each 51459.00 1 1 51459

Following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM

26 Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA,

VCCI, CB Scheme, TUV, UL Certifications.

28 28.3 PUBLIC ADDRESS SYSTEM

Digitally signed by Anuvesh

Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP4 player

29 28.3.1 (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice Each 132115.00 1 1 132115

evacuation complete as required.

Supplying, installation, testing & commissioning of 1.5/3/6W metal box ceiling/wall speakers complete as

Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240

Volt AC Supply complete as required.

Supplying & laying of 2x1.5 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 required.

Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface /

33 28.5.3 recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as

28.5.3.1 speaker cable Single pair, 2-core, 1.5 sqmm RM 61.00 200 200 12200

34 28.1 FIRE DETECTION AND ALARM SYSTEM (CONVENTIONAL)

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

35 240 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.

Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise

cum fixed temperature thermistor complete with base as required.

Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector

complete with mounting base complete as required.

39 28.2.3 Supplying, installation, testing & commissioning of repeater panel with 320 character/ Touch screen LCD Each 113734.00 2 2 227468

display with inbuilt reset, acknowledge and silence switches complete as required.

40 28.2.5 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two Each 306.00 75 75 22950

LED, metallic cover complete with all connections etc as required.

Supplying, installation, testing & commissioning of intelligent addressable programmable sounder complete as

28.2.7 Supplying, installation, testing & commissioning of fault isolator complete with base as required. Each 3434.00 7 7 24038

28.2.15 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. Each 3682.00 8 8 29456

Supplying, installation, testing & commissioning of addressable manual call point complete as required.

Supplying, installation, testing & commissioning of addressable fire control module complete as required.

Supply, Installation, Testing & Commissioning of 65" 4K Mainstream Proff Display for AVSI & Digital Signage

Projects with New symm slim Design / Dynamic Crystal Color/ Intelligent UHD upsclalling/24x7-500nits and

Web Browsing/High Contrast Ratio/ HDMI / RS232 / USB / RJ45 / Wi-Fi/ Built-in-Speakers / EDGE LED/ Non

6 MR 86 Glare Panel with Minimum 25% Haze/ Tizen/ Samsung Workspace-Office 365/PC Less Conference/ VM Ware Each 120000.00 2 2 240000

Horizon/ QuadCore CPU/ 16 GB Storage (8GB in 85"/98")/ 8MS Response time/ Auto Source Switching &

Recovery/ Clean Cable Management with cable Guide feature/ EMC class B compliant/EPEAT Registered/ IP5X

for Dust Proofing / HDR

7 TOTAL CARRIED LV WORK 4950977 240000

FIRE FIGHTING WORK

S.N. DSR 2025 SUB HEAD -1.0 PIPING, HYDRANT AND ACCESSORIES SYSTEM FOR BUILDINGS

Digitally signed by Anuvesh

Providing, laying, testing & commissioning of 'B' class medium duty G.I. pipe conforming to IS 1239 including

welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the all/ceiling

with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required

shade complete as required :

Supplying and Fixing Single Headed Internal Hydrant Valve with instantaneous gunmetal coupling of 63 mm dia

11 27.9 with cast iron wheel ISI marked conforming to IS : 5290 ( Type A ) with blank gunmetal material cap and chain

13 27.9.2 Single headed Stainless steel Set 6632 18 18 119376.00

Supplying Fixing Testing and Commissioning of butterfly valve of PN 1.6 Rating with Bronze Gunmetal Sheet

15 27.11 duly ISI marked complete with nuts , bolts , washers , gaskets conforming to IS : 13095 of following sizes as

Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising

22 27.12 spindle, bronze/gun metal seat, ISI] marked complete with nuts, bolts, washers, gaskets and conforming to IS

780 of following sizes as required :

Supplying and Fixing orifice plate made out of 6 mm thick stainless steel ( Grade 304 ) with orifice of required

29 27.13 size to be fitted between flange and landing valve of external and internal hydrants to reduce pressure at the Each 1436 18 18 25848.00

outlet to the level of 3.5 kg / sqcm complete as required .

Providing Installation Testing and Commissioning of Non Return Valve of following sizes conforming to IS :

5312 complete with rubber gasket , GI Bolts , Nuts , washers etc as required .

Providing Installation Testing and Commissioning of stainless steel y-strainer fabricated out of 1.6 mm thick

stainless steel, grade 304, sheet with 3mm dia holes with stainless steel flange.

Supplying and Fixing 63 mm dia 15 m Long RRL Hose pipe with 63 mm dia male and female coupling duly

bound with GI wire , rivet etc . Conforming to IS : 636 ( Type A ) as Required .

44 27.16.2 Stainless Steel (Grade 304) Set 4667 36 36 168012.00

Supplying and Fixing First aid hose reel with MS Construction Spray painted in Post office red conforming to IS :

884 complete with the following as required

20 mm nominal internal dia water hose thermoplastic ( Textile Reinforced ) Type - 2 as per IS : 12585

49 20 mm nominal internal dia gunmetal globe valve and nozzle

50 Drum and Brackets for fixing the equipments on wall

51 Connections from Riser with 25 mm dia stop gunmetal valve and MS Pipe and socket

Digitally signed by Anuvesh

Supplying and Fixing 63 mm dia Gunmetal Material Short Branch Pipe with 20 mm nominal internal diameter

55 27.18 size nozzle conforming to IS : 903 suitable for instantaneous connection to interconnect hose pipe coupling as

57 27.18.2 Stainless Steel (Grade 304) Set 3402 18 18 61236.00

Supplying and Fixing of Fire brigade connection of Cast iron body with gunmetal male intantaneous inlet

59 27.19 coupling complete with cap and chain as required for suitable dia ms pipe connection conforming to IS : 904 as

66 27.22 Providing and fixing of pressure switches in MS pipe line including connection extra as required. Each 1670 3 3 5010.00

Providing and fixing of Fire Hose Cabinet size not less than 2.1 x 1.2 x 0.90 mtr made out of M.S. sheet not less

than 1.5 mm thick having central opening and 4 mm thick glazed glass doors (Two nos.) suitably marked on

the outside 'with the letters "FIRE HOSE" including necessary locking arrangement and painting in PO red

colour suitable to accommodate, internal hydrant valve, 2 nos 15 mtr long Hose pipe, branch pipe, nozzle

and fire man's axe. It shall be fixed inside the FHC Cabinet Complete as required .

70 MR-2 Providing and fixing standard firemans axe with heavy rubber handle. Each 850 16 16 13601.54

Providing and fixing dial type pressure gauge with isolation cock and copper pipe on main header Dial

diameter 100 mm celebration 0-16 / sq. cm.

Providing and fixing Fire Extinguishers (CO2 type powder ) 4.5 Kg Capacity complete with all accessories as

per manufacturers specifications.

Providing and fixing Fire Extinguishers (A, B, C type powder ) 4 Kg Capacity complete with all accessories as

per manufacturers specifications.

Providing and fixing Fire Extinguishers mechanical foam type type capacity 9 ltr. complete with all

accessories as per manufacturers specifications.

Providing and fixing 25 mm dia Inspector Test Valve 25 mm with drain arrangement complete with all

accessories as per manufacturers specifications.

Providing and fixing Fire Extinguishers Clean Agent capacity 2 Kg. complete with all accessories as per

manufacturers specifications.

Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic

operation and consisting of following, complete in all respects, as required :

Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless

steel shaft, mechanical seal conforming to IS 1520.

Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415

86 b volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F'

insulation, conforming to IS-325.

87 c M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.

88 d Suitable cement concrete foundation duly plastered with anti vibration pads.

91 MR-10 Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for

automatic operation and consisting of following complete in all respects, as required : (Diesel Driven Pump)

Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel

shaft, mechanical seal conforming to IS 1520.

Digitally signed by Anuvesh

Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete

with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended

upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet

cladding, residential silencer,

instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with

audio indications, painted with post office red colour etc. as required.

94 M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required.

95 Suitable cement concrete foundation duly plastered and with anti vibration pads.

98 MR-11 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for

automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump)

Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft,

mechanical seal conforming to IS : 1520.

Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC

100 supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation,

conforming to IS : 325.

101 M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.

102 Suitable cement concrete foundation duly plastered and with anti vibration pads.

105 27.5 CONTROL PANELS

Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction,

floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors,

dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley,

106 interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and

accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable

for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification

with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with

enclosure protection class IP 42 as required :

107 27.5.2 INCOMING

400A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0-500V with selector switch

Digital Ammeter (0-630 A) with selector swtich & CTs etc.

109 LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps

110 Set of Copper Bus Bar 500A

( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON,

OFF, trip indicating lamps)

113 Main Fire Pump

200 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 75HP pump with

overload protection, current sensing type single phase preventor complete with all acceessories and internal

wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.-2 set

115 Jockey Pump

100 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload

protection, current sensing type single phase preventor complete with all acceessories and internal wiring

required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.

117 DIESEL ENGINE CONTROL

118 Control for diesel engine comprising -

Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons,

start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on

indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt

meter, and 0- 20 A DC Ammeter

120 All standard relays and accessories for automatic operation of diesel engine System

121 System control

Digitally signed by Anuvesh

Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main

electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting

of relays, timers. Sensors, annunciation window for fault indication, complete as per specification

Sub Total Amount (Fire Fighting ) 2302030.50 2609593.47

Sub Total Amount (Fire Fighting ) 2302030.50 2609593.47

SANITARY& INTERNAL PLUMBING WORK

Providing and fixing white vitreous china extended wall mounting water closet of size mm of approved

including providing & fixing white vitreous china cistem with dual flush fifing, of flushing capacity 3 litre/ 6 litre

(adjustable to 4 litre/ 8 litres), including seat cover, and cistern fitings, nuts, bolts and gasket etc complete.

Providing and fixing Under counter with white glazed vitreous china wash basins with C.P. brass eurometic self

closing pillar tap with unions and sealing of joints between wash basins and counter slabs around the wash

basins with Silicone rubber cement of approved make of matching colour all complete including cutting and

making good the walls and floors where required.

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Each 6624.45 60 40 16 4 397467.08

Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x

390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from

17.8 back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Each 7979.20 30 30 0 0 239376

Engineer-in-charge.

Providing and fixing Urinal Division Plate with table rubbed, edges rounded and polished, of size 900 x 450

MR-2 mm, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the Each 7183.70 30 30 0 0 215510.96

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.

Each Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.

Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of

Engineer-in-charge.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic

moulded frame of approved make and shade with 6 mm thick hard board backing

17.32.2 Rectangular shape 453x357 mm Each 1361.80 60 40 16 4 81708

17.34 Providing and fixing toilet paper holder :

18.53 Providing and fixing C.P. brass angle valve for basin mixer of approved quality conforming to IS:8931

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen Sink as per IS:13983 with C.I. brackets and stainless

17.10 steel plug 40 mm, including painting Of fittings and brackets, cutting and making good the walls wherever

17.10.1 Kitchen sink with drain board

Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug,

40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including

painting of fittings and brackets, cutting and making good the wall wherever required :

Providing and fixing of vitreous China Sanitary fixtures and CP fitting and other accessories for Handicapped

toilet . Each Matrix Set shall comprised (Wash Basin 650 x 350 with one pair mounting brackets, EWC & Cistern

complete with fittings & seat cover, one no hinged rail 76 cm and five no's of grab rails 60 cm). complete all

Providing and fixing of 1 No. Swing Handicap Grab Bar - Stainless Steel at fixed height for handicap toilet

complete as required.

Providing and fixing of 1 No. Stainless Steel Grab Barl (600 Mm),32mm Dia. at fixed height for handicap toilet

complete as required.

Digitally signed by Anuvesh

Providing and fixing of 1 No. Stainless Steel Grab Bar (350 Mm),32mm Dia. at fixed height for handicap toilet

complete as required.

Providing and fixing of Health faucet with regulator with flexible pipe 1.0 m long, wall hooked complete as

required with flow rate of 3.8 LPM complying to Green Building requirements.

MR-8 Providing and fixing Soap Dish -Ss304, Chrome Plated Each 3227.02 73 53 16 4 235572.72

MR-9 Providing and fixing Towel Ring-Ss304, Chrome Plated Each 3548.59 73 53 16 4 259047.13

Providing and fixing of 15 mm dia C.P. brass Pillar cock with CP wall flange of approved quality with flow rate

of 5 LPM complying to Green Building requirements.

Providing and fixing of Health faucet with regulator with flexible pipe 1.0 m long, wall hooked complete as

MR-11 required with flow rate of 3.8 LPM complying to Green Building requirements. Make: Jaquar -Model No: ALD- Each 2449.67 73 53 16 4 178825.88

565 or equivalent make.

Providing and fixing of 15 mm dia CP brass 2way bib cock with CP wall flange of approved quality with flow

rate of 3.8 LPM complying to Green Building requirements.

Providing and fixing of C.P. brass twin coat hook with PVC rawl plug & C.P. brass screw complete as required.

5 inch Stainless Steel Glossy Finish Silver Round Plain Floor Drain Grating

Supplying of AUTOMATIC SOAP DISPENCER:Operation:Automatic Infra-Red Sensor,Capacity:1000

ML,Material:304 ,Stainless SteelPower:Battery (4 x AA AlkalineDuracell),Sensing Distance:5-9

cm,Dimension:135(L) x 93(W) x 241(H),Warranty:6 months

Supply, Installation, Testing & commisioning of RO water purifier Type of purification:- RO/ Hr purification :-

Inlet TDS (500 PPM)

Supply and fixing of water cooler fully stainless steel of 60 litres cooling capacity and 120 litres storage

MR-16A capacity, with in-built R.O. system, to be operated on single phase supply with ISI mark. Each cooler shall be Each 77851.00 14 14 0 0 1089914.00

provided with 4 Nos. pressmatic taps for drinking purpose.

Providing and Fixing Electric Hot Water Geyser of Stainless Steel Material Grade 316 with Inlet and Outlet

Connection with 15 mm dia Angle Valve and Geyser (25 LTR)shall be equipped with inbuilt non return valve

and insulation on inner and outer surfaces for prevention of heat losses 2 nos CP round wall flange and CP

Brass Screws and Rawl plugs all other required accessories Complete in all respect as per direction of Engineer -

MR-32a Electric Geyser 15 Litre Capacity Each 11004.99 11 1 8 2 121054.91

MR-32b Electric Geyser 25 Litre Capacity Each 13939.66 10 0 8 2 139396.56

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water

supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m

spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints

18.7 complete as per direction of Engineer in Charge.

18.7.1 15mm nominal bore Metre 286.80 0 0 0 0 0

18.7.2 20mm nominal bore Metre 335.00 0 0 0 0 0

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot &

cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps

at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and

the cost of cutting chases and making good the same including testing of joints complete as per

18.8 direction of Engineer in Charge.

Digitally signed by Anuvesh

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water

supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step

CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge as

per IS code 15778.

18.9.2 20 mm nominal dia Pipes Metre 274.30 0 0 0 0 0

18.9.3 25 mm nominal dia Pipes Metre 355.40 0 0 0 0 0

18.9.4 32 mm nominal dia Pipes Metre 438.60 0 0 0 0 0

18.9.5 40 mm nominal dia Pipe Metre 563.05 0 0 0 0 0

18.9.6 50 mm nominal dia Pipe Metre 794.25 0 0 0 0 0

18.9.7 65 mm nominal dia Pipe Metre 1674.40 80 80 0 0 133952

18.9.8 80 mm nominal dia Pipe Metre 2166.35 140 140 0 0 303289

18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality screwed end

18.17.1 25 mm nominal bore Each 622.40 0 0 0 0 0

18.17.1A 20 mm nominal bore Each 539.95 0 0 0 0 0

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

18.18.2 20 mm nominal bore Each 537.00 0 0 0 0 0

Water Level Indicator with Musical Alarm on Tank Full and Buzzer on Tank Empty with 20 metres of Sensor

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with

18.48 cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but Per Litre 11.00 1000 1000 11000

without fittings and the base support for tank

EXTERNAL SERVICES

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar (1 cement : 4 coarse sand)

for sluice valve, with C.I- surface 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside)

18.33 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 (1 cement : 5 fine : 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 EPS-(non modular) bricks of class designation 7.5 Each 812.30 4 4 0 0 3249.2

DSR-2025 Providing and fixing in position the industrial type pressure gauges with gun metal/ brass valves complete as

/30.8 required

ELECTRIC PANNEL FOR DOMESTIC AND FLUSHING WATSE SUPPLY PUMP

DSR-E&M- Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32 A 415 V "C" curve TP

2025/2.17 MCB complete with connections, testing and commissioning etc. as required.

Supply, installation, testing and commissioning of following cables:

MR-20 3.5 Core ,4 Sqmm, unarmoured ATC copper conductor multistranded, cable. Metre 202.00 80 80 0 0 16160.00

Providing, laying, testing & commissioning of 'B' class medium duty G.I. pipe conforming to 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

Supplying & installation of approved make required capacity 3 phase, 50 Hz, 415V, centrifugal mono-block

pump, with starter i/c single phase preventer, connections, base channel foundation etc. as required as per

specifications but excluding pipe and connection cable.

SUB-HEAD-I: PLUMBING PUMP

PUMPS - Raw Water, Water Supply Pumps

Digitally signed by Anuvesh

Note- All pumps to be provided with mechanical seal and wearing ring and mechaical seal. Performance

curve should be got approved before placing the order. (All pumps should be supplied with base frame) (All

level controller , water meter & Pumps shall be BMS compatible. )(all pumps shall be supplied with vibration

Providing, supplying, installing, testing and commissioning of a new monoblock centrifugal water supply pump

set, complete with TEFC (Totally Enclosed Fan Cooled) electric motor, suitable for continuous operation, of

required capacity, head and discharge, operating on 415 V, 3-phase, 50 Hz AC electrical supply, complete with

pump casing, impeller, shaft, mechanical seal/gland packing, bearings, base frame and all necessary

accessories, including alignment, foundation bolts, electrical connections, testing and commissioning, as per

approved technical specifications and manufacturer’s recommendations.

The pump shall be suitable for the specified duty conditions and shall be complete in all respects for

satisfactory operation, including all required incidental materials and workmanship.

Domestic and Flushing water

Capacity: 150 LPM

HP -1 (Approx.) or as required.

Mover : Electric Motor

Make: AS approved

SEWERAGE & DRAINAGE NETWORK

Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 8 kg/ sq. cm.

pressures including testing of joints, cost of jointing materials etc. complete in all respect.(class B) IS: code

MR-25A 250 mm diameter metre 2431.06 0 0 0 0 0.00

Supplying, Installation, Testing and Commissioning of uPVC, P or S trap of self cleansing design with /

MR-25B without vent. arm Setting in cement concrete 1:2:4 mix complete including cost of cutting & making

good the Wall / Floors wherever required.

Providing and fixing floor drain with jali size 110X50 size inlet and outlet including cutting and

making good the walls and floors wherever required complete in all respects.

Constructing brick masonry road cath basin 450x450x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4

coarse sand ) with precast R.C.C. vertical grating complete as per standard design :

MR-26 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 7533.23 15 7 8 0 112998.43

Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in æment mortar 1:4 (1 cement : 4

coarse sand ) with precast R.C.C. vertical grating complete as per standard design

19.28.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 6889.80 14 6 8 0 96457.2

FOR DRAINAGE WATER

19.90 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in

cement mortar 1:4 (1 cement : 4 coarse sand), inside cernent plaster 12 mm thick with cement mortar 1 (1

cement : 3 coarse sand) finished with a floating coat Of neat æment, 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

concrete1:2:4 (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 design :

19.9.1 0.91 m deep with S.F.R.C. 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 warse sand 4 graded stone aggregate 20 mm nominal size) including centering, shuttering

all complete. (Excavation, rests and 12 mm thick cement plaster at the external surface shall be id for se ratel

19.9.1.1 With common bumt clay F-P-S. (non modular) bricks of class designation 7.5 each 12725.00 16 8 8 0 203600

19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

19.10.1 With common burnt Clay F.P.S. (non modular) bricks Of class desi nation each 7591.80 13 5 8 0 98693.4

Digitally signed by Anuvesh

Constructing brick masonry circular manhole 1.22 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

19.11 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 1:24 (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 design

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm intemal diameter

conforming to IS. 12592. weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1 (1

19.11.1 cement : 2 coarse sand : 4 stone aggregate 20 mm

nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement

plaster at the extemal surface shall paid for separately) :

19.11.1.1 With common burnt clay FPS- (non modular) bricks of class designation 7.5 each 12750.00 13 5 8 0 165750

FOR STORM WATER

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in

cement mortar 1:4 (1 cement : 4 coarse sand), inside cernent plaster 12 mm thick with cement mortar 1 (1

19.9 cement : 3 coarse sand) finished with a floating coat Of neat æment, 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

concrete1:2:4 (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 design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty. HD-20 grade designation) 560 mm internal diameter

19.9.1 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 warse sand 4 graded stone aggregate 20 mm nominal size) including centering, shuttering

all complete. (Excavation, rests and 12 mm thick cement plaster at the external surface shall be id for se ratel

19.9.1.1 With common bumt clay F-P-S. (non modular) bricks of class designation 7.5 each 12725.00 24 8 16 0 305400

19.1 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

19.10.1 With common burnt Clay F.P.S. (non modular) bricks Of class desi nation each 7591.80 21 5 16 0 159427.8

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12

mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having

19.16 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on each 553.70 171 99 72 0 94682.7

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.

Making connection of drain or sewer line with existing manhole including breaking into and making good the

walls, floors with cement cincrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20mm

19.21 nominal size) cement plastered on both sides with cement mortar 1:3 (1cement : 3 coarse sand) finished with

a floating coat of neat cement and making necessary channels for the drain etc. complete for pipes 100 to

19.21.1 For pipes 100 to 250 mm diameter each 810.45 10 2 8 0 8104.5

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,

12.41 including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single

Providing and Fixing on wall face un-plasticised - PVC pipe clips of approved design to un-plasticised - PVC rain

water pipes by means of 50 x 50 x 50 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

walls etc. complete

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

Total Amount (Sanitary,Water supply and Sewerage system) 5944688.1 7876526.012

Total Amount (Sanitary,Water supply and Sewerage system) 5944688.1 7876526.012

Digitally signed by Anuvesh

Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800

1 23.1 (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 ground level.

2 23.1.2 Rockey Starta Including Boulders

3 23.1.2.3 400 mm nominal size dia Metre 2131.45 100 213145.00

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,

4 23.2 including hire & running charges of all equipment, 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

5 23.2.2 Rockey Starta Including Boulders

6 23.2.2.3 400 mm nominal size dia Metre 2496.55 100 249655.00

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.

8 23.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm Metre 2442.75 50 122137.50

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

9 23.11 (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 bitumastic paint of

approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all

depths, as per direction of Engineer-in-Charge.

10 23.11.3 200 mm nominal size dia Metre 2571.05 50 128552.50

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/

11 23.8 medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of cum 2024.50 4 8098.00

Engineer-in-charge.

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.

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 of:

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

2800 (part I), including necessary bolts & nuts of required size complete.

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

per IS:2800 (part I).

Supply, installation testing & commissioning of borewell submersible pumping set suitable to operate on 415

volts 3 phase 50 Hz A.C. power supply including water proof joint free cable, motor control panel, 200 mm

outer dia uPVC Pipe as per IS: 12818 with fittings, clamps etc. complete in all respect as per details given

Pump Motor shall be Class F Insulation. Pump and Motor shall be IP: 68 Protection Rating. and Motor

Efficiency shall be Class IE-3 Efficiency.

22 Pump to be lowered below ground as site Boring/drilling

23 Pump capacity : 15000 litres/hr

24 Head : 250M

Digitally signed by Anuvesh

25 H.P : 15 (Approx)

26 Total of one set Tubewell SET 188491.62 2 376983.23

Providing and fixing heavy duty 65mm G.I. pipe confining to IS 1239 upto 150 mm end IS 3589 for dia 200 mm

and above with reducers, tees, flanges, elbow, crosses, union etc. and fixing the pipes on wall / ceiling / beam

/ floor including Clamping/Supporting the same, including painting with 2 coats of synthetic enamel paint as

per the site requirement and shall be duly painted with two coats of approved quality synthetic enamel paint

& shade over a readymix primer coat complete as required & as per directions of the engineer-in-charge for

the following sizes:

28 PANEL(Outdoor Type weather proof, double door with canopy and suitable MS Structure stand duly painted)

1 No. 100 Amp FP MCCB, 25 kA breaking capacity with thermal release and adjustable setting and with rotary

31 Metering & Indication

32 1 set of RYB phase indicating lamps

33 MFM with Communication Facility along with control SP MCB

Surge protection device, Type 2, MOV type for 8/20 us wave, 3 Nos phase to neutral, one No

34 neutral to earth, (minimum 3+1 mode) with minimum discharge capacity 40KA along with

necessary fuses.

36 1 Set of 125A TPN Aluminium Bus Bar with colour coded PVC Sleeves

38 3 Nos. 40A TPN MCB

39 3 Nos. 25A DP MCB

40 3 Nos. 20A DP MCB

41 NS-2 Plumbing Panel

NOTE :- All starters shall have ON & OFF push button & suitable rating of contractor and

overload relays

43 Supplying,Receiving, fixing, testing & commissioning of above described Panel SET 23689.80 2 47379.60

Total Amount (Tubewell) 731873 424362.84

Total Amount (Tubewell) 731873 424362.84

RAIN WATER HARVESTING PIT

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 ground level.

2 23.1.1 All types of soil

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well

4 23.3 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.

5 23.3.2 150 mm nominal size dia. Meter 1113.35 75 83501.25

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well

6 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.

7 23.4.2 150 mm nominal size dia. Meter 1255.70 75 94177.50

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

required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

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

9 23.6 existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- cum 1538.25 6 9229.50

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

thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge.

Digitally signed by Anuvesh

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/

11 23.8 coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- cum 2024.50 6 12147.00

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

IS:2800 (part I).

Construction of Recharge well including earth work in excavation in overarea, foundations in all kinds of

soil/ordinary rock including all lifts and lead, backfilling, including PCC (1:4:8) work, masonry work, RCC M15

grade work in top slab including reinforcement, centering, shuttering, 12mm cement plastering (1:3) finished

with a float coat of neat cement, as per techncial specifications, drawings, all complete.

Construction of De-Silting Chamber including earth work in excavation in overarea, foundations in all kinds of

soil/ordinary rock including all lifts and lead, backfilling, including PCC (1:4:8) work, masonry work, RCC M15

grade work in top slab including reinforcement, centering, shuttering, 12mm cement plastering (1:3) finished

with a float coat of neat cement, as per techncial specifications, drawings, all complete.

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less

than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional

T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge

binding with M.S. flats of size 50 mm mm x 1.6 mm complete, all as per direction of Engineer-in-charge.

Providing, laying, jointing & testing of following UPVC. pipes with solvent cement joint for 8 kg/ sq. cm.

pressures including testing of joints, cost of jointing materials etc. complete in all respect.(class B) IS: code

Total Amount (Rain water harvesting Pit) 1081150.92 167358.93

Total Amount (Rain water harvesting Pit) 1081150.92 167358.93

EXTERNAL SERVICES

A Garbage system

MR-29 Supply installation , and fixing the Manual-Lift Garbage Waste Dustbin with Wheels-240 LTR each 8,096 8 4 3 1 64767.49

Sub Total 64767.49

B Water supply system

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the

2 2.1 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 :

3 2.10.1 All kinds of soil

4 2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. metre 215.6 480 103488.00

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold

water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings

with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of

Engineer in Charge.

6 18.9.4 32 mm nominal dia Pipes Metre 438.6 225 98685.00

7 18.9.5 40 mm nominal dia Pipes Metre 563.05 260 146393.00

8 18.9.6 50 mm nominal dia Pipes Metre 794.25 142 112783.50

9 18.9.7 65 mm nominal dia Pipes Metre 1674.4 251 420274.40

10 18.9.8 80 mm nominal dia Pipes Metre 2166.35 99 214468.65

11 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

12 18.17.1 25mm nominal bore Each 622.4 4 2489.60

13 18.17.2 32mm nominal bore Each 689.6 4 2758.40

14 18.17.3 40mm nominal bore Each 826.1 2 1652.20

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long

screws etc. complete (cost of water meter and stop cock to be paid separately).

Digitally signed by Anuvesh

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

21 18.32 cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),

i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick,

finished with a floating coat of neat cement complete as per standard design :

22 18.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1992.6 20 39852.00

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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

24 18.34 stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5

fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per

standard design :

25 18.34.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 18896.7 4 75586.80

C SEWERAGE & DRAINAGE NETWORK

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto

1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding

1 2.13 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking

serviceable material for measurements and disposal of unserviceable material as directed, within a lead of

2 2.13.1 Ordinary rock :

3 2.13.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 998.65 450 449392.50

5 19.6 Providing and laying non-pressure NP2 class (light duty) R. . . pipes with collars jointed with stiff mixture

of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :.

Constructing brick masonry manhole with F.P.S. bricks in cement mortar 1 : 4 (1 cement : 4 coarse sand)

RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size);

foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

8 19.7 inside plastering 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating

coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded

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

9 19.7.1 Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal

dimension total wt. of cover & frame to be not less than 38 kg (wt. of cover 23 kg and wt. of frame 15 kg)

10 19.7.1.1 With well burnt bricks each 12770.55 15 191558.25

12 19.8 Extra for depth for manholes :

14 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 8127.45 15 121911.75

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on

12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs

16 19.16 having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring each 553.7 45 24916.50

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.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry

17 19.4 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:

Digitally signed by Anuvesh

18 19.4.2 150x100 mm size P type

19 19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 2734.2 10 27342.00

D STORM WATER NETWORK

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto

1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding

1 2.13 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking

serviceable material for measurements and disposal of unserviceable material as directed, within a lead of

2 2.13.1 Ordinary rock :

3 2.13.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 998.65 1050 1048582.50

Providing and Fixing on wall face un-plasticised - PVC pipe clips of approved design to un-plasticised - PVC rain

water pipes by means of 50 x 50 x 50 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

walls etc. complete

5 MR-29b 200mm diameter metre 1,096 950 1040761.92

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on

12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs

6 19.16 having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring each 553.7 60 33222.00

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.

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in

cement mortar 1:4 (1 cement : 4 coarse sand), inside cernent plaster 12 mm thick with cement mortar 1 (1

7 19.9 cement : 3 coarse sand) finished with a floating coat Of neat æment, 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

concrete1:2:4 (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 design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty. HD-20 grade designation) 560 mm internal diameter

8 19.9.1 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 warse sand 4 graded stone aggregate 20 mm nominal size) including centering, shuttering

all complete. (Excavation, rests and 12 mm thick cement plaster at the external surface shall be id for se ratel

9 19.9.1.1 With common bumt clay F-P-S. (non modular) bricks of class designation 7.5 each 12725.00 20 254500.00

10 19.1 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

11 19.10.1 With common burnt Clay F.P.S. (non modular) bricks Of class desi nation each 7591.80 20 151836.00

SN Description Items Unit Rate Total Qty DSR Amount NDSR Amount

HI - WALL SPLIT SYSTEMS

Supplying , Installation, Testing and Commissioning of Air Cooled Hi Wall split type Air conditioners complete with

Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell

elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU)

i/c drain pipe R-32/R-410/ R-407 Green Refrigerant, wireless Remote control, suitable for working between 180- 260V

with low & high voltage cutoff and 50 hz ,1 phase AC supply capable of performing cooling, dehumidification, air

1 32.2 circulation of following capacity with Scroll / rotary compressor. The system shall be able to deliver 100% of the rated

capacity upto 42 0C. Min 5 year Original Equipment Manufacturer (OEM) warranty both compressor and Printed Circuit

Board (PCB). Must comply : Electrical cable IS 694 or IS 9968 temperature sensing control IS /International

Electrotechnical Commission (IEC) 60730, hermetic compressor IS 10617, heat exchanger IS 11329, capacitor IS 2993

and motor IS 12615. Complete as per CPWD specification and IS : 1391 Part II 2023. The system shall be able to operate

up to 50 0C (out door ambient temperature).

2 Inverter Type - Cooling only

3 32.2.3 1.5 TR with 5 Star BEE Rating Each 43539 15 15 653085

Digitally signed by Anuvesh

4 ELECTRICAL WORKS

5 DISTRIBUTION BOARD

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board,

415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, powder painted including earthing

etc. as required. (But without MCB/RCCB/ Isolator)

7 DSR 2.5.2 8 way (4+24), Double door EACH 10724 2 2 21448

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with testing

and commissioninq etc. as required.

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for

10 inductive load of following poles in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

11 DSR 2.10.1 Single pole EACH 285 15 15 4275

Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit

12 breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing

and commissioning etc. as required.

SITC of the following sizes of XLPE PVC armoured copper cable from isolator / stater panel to the VRF ODU

15 MR-1 4 C x 16 sq.mm for vrf ODU's copper cable Rmt 1742.49 135 135 235236.04

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/

recessed submain wiring/ cable as required.

DSR-E&M- Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with

18 2022/ perforation not more than 17.5%„ joined with connectors, suspended from the ceiling with M.S. suspenders

4.2 including bolts & nutst painting suspenders etc as reqauired.

19 4.2.3 300 mm width X 50 mm depth X 1.6 mm thickness Rmt 1323 63 63.00 83349

Total Amount (HVAC SYSTEM) 818942.00 235236.04

Total Amount (HVAC SYSTEM) 818942.00 235236.04

Digitally signed by Anuvesh

PROJECT :- ICAI Kanpur

Sl. No. (DSR- DESCRIPTION UOM Nos Nos L B H/D Quantity

D SH - 6.0 BRICK WORK

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

6.1 class designation 7.5 in foundation and plinth in: Cum

6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Electrical room P-Line Cum 0 1 9.126 0.23 2.75 -

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

class designation 7.5 in superstructure above plinth level up to floor

6.4 V level in all shapes and sizes in

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum

Staff Common Room Cum 1 1 22.77 0.23 3.00 15.71

Staircase wall Cum 1 1 11.20 0.23 3.00 7.73

Bal Vatika Classroom Nursery-A Cum 1 1 19.92 0.23 3.00 13.74

Bal Vatika Classroom Nursery-B Cum 1 1 19.97 0.23 3.00 13.78

Bal Vatika Classroom LKG-A Cum 1 1 23.82 0.23 3.00 16.43

Bal Vatika Classroom LKG-B Cum 1 1 19.92 0.23 3.00 13.74

Bal Vatika Classroom UKG-A Cum 1 1 19.92 0.23 3.00 13.74

Pre Primary Hall Cum 1 1 30.09 0.23 3.00 20.76

Bal Vatika Classroom UKG-A Cum 1 1 19.92 0.23 3.00 13.74

Parents Waiting and Reception Cum 1 1 22.21 0.23 3.00 15.32

General Store Cum 1 1 25.85 0.23 3.00 17.83

Digitally signed by Anuvesh

Atal Tinkering Cum 1 1 30.28 0.23 3.00 20.90

Head Master Room Cum 1 1 19.58 0.23 3.00 13.51

Staircase wall Cum 1 1 3.80 0.23 3.00 2.62

Principal Room Cum 1 1 19.75 0.23 3.00 13.63

Staircase steps 7.146m side Cum 1 1 7.469 0.3 0.45 1.01

Staircase steps 7.146m side Cum 1 1 7.68 0.3 0.3 0.69

Staircase steps 7.146m side Cum 1 1 7.99 0.3 0.15 0.36

Staircase steps 20.479 side Cum 1 1 21.489 0.3 0.45 2.90

Staircase steps 20.479 side Cum 1 1 22.496 0.3 0.3 2.02

Staircase steps 20.479 side Cum 1 1 23.502 0.3 0.15 1.06

Staircase steps 9.766 side Cum 1 1 10.124 0.3 0.45 1.37

Staircase steps 9.766 side Cum 1 1 10.481 0.3 0.3 0.94

Staircase steps 9.766 side Cum 1 1 10.839 0.3 0.15 0.49

Staircase steps 7.00 side Cum 2 1 7 0.3 0.45 1.89

Staircase steps 7.00 side Cum 2 1 7 0.3 0.3 1.26

Staircase steps 7.00 side Cum 2 1 7 0.3 0.15 0.63

Staircase steps 7.722 side Cum 1 1 7.722 0.3 0.6 1.39

Staircase steps 7.722 side Cum 1 1 7.722 0.3 0.45 1.04

Staircase steps 7.722 side Cum 1 1 7.722 0.3 0.3 0.69

Staircase steps 7.722 side Cum 1 1 7.722 0.3 0.15 0.35

Staircase steps 5.5 side near lift Cum 1 1 5.5 0.3 0.6 0.99

Staircase steps 5.5 side near lift Cum 1 1 5.5 0.3 0.45 0.74

Staircase steps 5.5 side near lift Cum 1 1 5.5 0.3 0.3 0.50

Staircase steps 5.5 side near lift Cum 1 1 5.5 0.3 0.15 0.25

Greenerly mid Cum 1 1 50.936 0.23 0.6 7.03

Greenery side Cum 1 1 22.252 0.23 0.6 3.07

Activity Room Cum 1 1 29.30 0.23 3.00 20.21

Digitally signed by Anuvesh

Staircase wall Cum 1 1 11.20 0.23 3.00 7.73

Supw Skilled Workshop Lab Cum 1 1 23.82 0.23 3.00 16.43

Social science H/Sec Cum 1 1 18.83 0.23 3.00 12.99

Computer room Cum 1 1 26.10 0.23 3.00 18.01

Chemistry Lab Cum 1 1 30.28 0.23 3.00 20.90

Staircase wall Cum 1 1 3.80 0.23 3.00 2.62

Corridor Wall Cum 1 1 200.59 0.23 1.2 55.36

Classroom 9th-A Cum 1 1 19.91 0.23 3 13.74

Classroom 8th-B Cum 1 1 19.92 0.23 3 13.74

Classroom 8th-A Cum 1 1 22.77 0.23 3 15.71

Girls Toilet Cum 1 1 14.87 0.23 3 10.26

Classroom 11th B Sci Cum 1 1 20.26 0.23 3 13.98

Classroom 11th A Sci Cum 1 1 19.59 0.23 3 13.51

Computer Room Cum 1 1 26.10 0.23 3 18.01

Digitally signed by Anuvesh

Girls Toilet Cum 1 1 20.31 0.23 3 14.01

Classroom 11th B Comm Cum 1 1 19.92 0.23 3 13.74

Classroom 11th A Comm Cum 1 1 26.19 0.23 3 18.07

Classroom 10th B Cum 1 1 19.58 0.23 3 13.51

Classroom 10th A Cum 1 1 26.19 0.23 3 18.07

Classroom 9th B Cum 1 1 19.75 0.23 3 13.63

Classroom 11th-B Art Cum 1 1 19.91 0.23 3 13.74

Classroom 11th-A Art Cum 1 1 19.92 0.23 3 13.74

Girls Toilet Cum 1 1 20.31 0.23 3 14.01

Classroom 12th-B Art Cum 1 1 30.28 0.23 3 20.90

Classroom 12th-A Art Cum 1 1 19.92 0.23 3 13.74

Classroom 12th-B Comm Cum 1 1 26.19 0.23 3 18.07

Classroom 12th-A Comm Cum 1 1 19.58 0.23 3 13.51

Classroom 12th-B Sci Cum 1 1 26.19 0.23 3 18.07

Classroom 12th-A Sci Cum 1 1 19.75 0.23 3 13.63

Mumty Roof parapet Cum 1 1 22.4 0.23 0.3 1.55

Digitally signed by Anuvesh

Doors Deduction

Windows Deduction -

Ventilator Deduction -

Half brick masonry with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in superstructure above plinth level

6.13 up to floor V level. Sqm

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

Medical Room Sqm 1 1 7 3 21.00

Girls toilet Sqm 1 1 0.767 2.4 1.84

Plumbin shaft Sqm 1 1 3.04 3 9.12

Principal washroom Sqm 1 1 4.73 3 14.19

Boys Toilet Sqm 1 1 1.386 3 4.16

Plumbin shaft Sqm 1 1 3.265 3 9.80

Girls Toilet Sqm 1 1 0.767 3 2.30

Plumbin shaft Sqm 1 1 3.065 3 9.20

Boys Toilet Sqm 1 1 1.386 3 4.16

Plumbin shaft Sqm 1 1 3.265 3 9.80

Girls toilet Sqm 1 1 0.767 2.4 1.84

Plumbin shaft Sqm 1 1 3.04 3 9.12

Digitally signed by Anuvesh

Boys Toilet Sqm 1 1 1.386 3 4.16

Plumbin shaft Sqm 1 1 3.265 3 9.80

Girls Toilet Sqm 1 1 0.767 3 2.30

Plumbin shaft Sqm 1 1 3.065 3 9.20

Boys Toilet Sqm 1 1 1.386 3 4.16

Plumbin shaft Sqm 1 1 3.265 3 9.80

Girls toilet Sqm 1 1 0.767 2.4 1.84

Plumbin shaft Sqm 1 1 3.04 3 9.12

Boys Toilet Sqm 1 1 1.386 3 4.16

Plumbin shaft Sqm 1 1 3.265 3 9.80

Girls Toilet Sqm 1 1 0.767 3 2.30

Plumbin shaft Sqm 1 1 3.065 3 9.20

Boys Toilet Sqm 1 1 1.386 3 4.16

Plumbin shaft Sqm 1 1 3.265 3 9.80

Girls Toilet Sqm 1 1 0.767 3 2.30

Plumbin shaft Sqm 1 1 3.065 3 9.20

Deduction for Doors

Plumbin shaft Sqm -1 4 0.6 2.1 (5.04)

PRINCIPAL WASHROOM Sqm -1 1 0.75 2.1 (1.58)

Plumbin shaft Sqm -1 4 0.6 2.1 (5.04)

Plumbin shaft Sqm -1 3 0.6 2.1 (3.78)

Plumbin shaft Sqm -1 3 0.6 2.1 (3.78)

Extra for providing and placing in position 2 Nos 6 mm dia. M.S.

6.15 bars at every third course of half brick masonry Sqm 178.56

E SH-8 CLADDING WORK

Digitally signed by Anuvesh

8.2 Providing and fixing 18 mm thick gang saw cut, mirror

polished,premoulded and prepolished, machine cut for kitchen

platforms, vanity counters, window sills, facias and similar

locations of required size,approved shade, colour and texture laid

over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse

sand), joints treated with white cement,mixed with matching

pigment, epoxy touch ups, including rubbing, curing,moulding and

polishing to edges to give high gloss finish etc. completeat all

8.2.2 Granite stone slab colour black, Cherry/Ruby red

8.2.2.2 Area of slab above. 0.50 sqm

Girls toilet Sqm 1 1 3 0.6 1.80

Principal washroom Sqm 1 1 0.6 0.6 0.36

Boys Toilet Sqm 1 1 3 0.6 1.80

Girls Toilet Sqm 1 1 3 0.6 1.80

Boys Toilet Sqm 1 1 3 0.6 1.80

Girls toilet Sqm 1 1 3 0.6 1.80

Chemistry lab Sqm 1 1 25.942 25.94

Boys Toilet Sqm 1 1 3 0.6 1.80

Girls Toilet Sqm 1 1 3 0.6 1.80

Boys Toilet Sqm 1 1 3 0.6 1.80

Girls toilet Sqm 1 1 3 0.6 1.80

Physics lab Sqm 1 1 20.7536 20.75

Boys Toilet Sqm 1 1 3 0.6 1.80

Girls Toilet Sqm 1 1 3 0.6 1.80

Boys Toilet Sqm 1 1 3 0.6 1.80

Biology Lab Sqm 1 1 24.6449 24.64

Girls Toilet Sqm 1 1 3 0.6 1.80

8.3 Providing edge moulding to 18 mm thick marble stone counters,

Vanities etc., including machine polishing to edge to give high gloss

finish etc.complete as per design approved by Engineer-in-Charge.

8.3.2 Granite work

Girls toilet Rm 1 1 3.6 3.60

Digitally signed by Anuvesh

Principal washroom Rm 1 1 1.2 1.20

Boys Toilet Rm 1 1 3.6 3.60

Girls Toilet Rm 1 1 3.6 3.60

Boys Toilet Rm 1 1 3.6 3.60

Girls toilet Rm 1 1 3.6 3.60

Chemistry lab Rm 1 1 43.6 43.60

Boys Toilet Rm 1 1 3.6 3.60

Girls Toilet Rm 1 1 3.6 3.60

Boys Toilet Rm 1 1 3.6 3.60

Girls toilet Rm 1 1 3.6 3.60

Physics lab Rm 1 1 35.2 35.20

Boys Toilet Rm 1 1 3.6 3.60

Girls Toilet Rm 1 1 3.6 3.60

Boys Toilet Rm 1 1 3.6 3.60

Biology Lab Rm 1 1 41.67 41.67

Girls Toilet Rm 1 1 3.6 3.60

Extra for fixing marble /granite stone, over and above

corresponding basic item, in facia and drops of width upto 150

mm with epoxy resin based adhesive, including cleaning etc.

Girls toilet Rm 1 1 3.6 3.60

Principal washroom Rm 1 1 1.2 1.20

Boys Toilet Rm 1 1 3.6 3.60

Girls Toilet Rm 1 1 3.6 3.60

Boys Toilet Rm 1 1 3.6 3.60

Girls toilet Rm 1 1 3.6 3.60

Chemistry lab Rm 1 1 43.6 43.60

Boys Toilet Rm 1 1 3.6 3.60

Girls Toilet Rm 1 1 3.6 3.60

Boys Toilet Rm 1 1 3.6 3.60

Girls toilet Rm 1 1 3.6 3.60

Digitally signed by Anuvesh

Physics lab Rm 1 1 35.2 35.20

Boys Toilet Rm 1 1 3.6 3.60

Girls Toilet Rm 1 1 3.6 3.60

Boys Toilet Rm 1 1 3.6 3.60

Biology Lab Rm 1 1 41.67 41.67

Girls Toilet Rm 1 1 3.6 3.60

8.5 Extra for providing opening of required size & shape for wash

basins / kitchens sink in kitchen platform, vanity counters and

similar location in marble / Granite /stone work including

necessary holes for pillar taps etc. including moulding, rubbing and

polishing of cut edges etc. complete.

Girls toilet Rm 1 1 3 3.00

Principal washroom Rm 1 1 3 3.00

Boys Toilet Rm 1 1 3 3.00

Girls Toilet Rm 1 1 3 3.00

Boys Toilet Rm 1 1 3 3.00

Girls toilet Rm 1 1 3 3.00

Chemistry lab Rm 1 1 7 7.00

Boys Toilet Rm 1 1 3 3.00

Girls Toilet Rm 1 1 3 3.00

Boys Toilet Rm 1 1 3 3.00

Girls toilet Rm 1 1 3 3.00

Physics lab Rm 1 1 4 4.00

Boys Toilet Rm 1 1 3 3.00

Girls Toilet Rm 1 1 3 3.00

Boys Toilet Rm 1 1 3 3.00

Biology Lab Rm 1 1 5 5.00

Girls Toilet Rm 1 1 3 3.00

Digitally signed by Anuvesh

Providing and fixing machine cut, mirror/ eggshell polished , Marble

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 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 rubbing, curing, polishing etc. all complete as per

Architectural drawings, and as directed by the Engineer-in-Charge.

18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire

8.11.1 Red or Dark Emperadore etc.

TOTAL (Carried Over to Summary of Civil Works)

F SH - 9.0 WOOD AND P.V.C. WORK

Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of required dia & length

9.1 (hold fast lugs or dash fastener shall be paid for separately).

9.1.1 Second class teak wood

Principal Washroom Sqm 1 1 7.8 0.095 0.045 0.03

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

commercial 3 ply veneering with vertical grains or cross bands and

9.21 face veneers on both faces of shutters:

35 mm thick including ISI marked Stainless Steel butt hinges with

9.21.1 necessary screws

Principal Washroom Sqm 1 1 1.8 3 5.40

Digitally signed by Anuvesh

9.23 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). Sqm 212.76

9.40.1 Providing and fixing wooden moulded beading to door and

window frames with iron screws, plugs and priming coat on

unexposed surface etc. complete.

All Doors Sqm 1 72 6 432.00

Principal Washroom Sqm 1 1 7.8 7.80

Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia.

wire and 1.4mm wide aperture with matching wood beading

Providing and fixing SS 304 sliding door bolts, ISI marked with nuts

M.R and screws etc. complete :

All Doors Sqm 1 72 72.00