Balance Work of Construction of 91 No Residential Quarters Type-II 68 no, Type-III 16 no, Type-IV 05no, TypeV 02 and Two no 120 men Jawan Barracks

S. NO. DESCRIPTION AMOUNT ( DSR ) AMOUNT (NON-DSR)

I. CIVIL WORKS

2 CONCRETE WORKS Rs. 54,09,829.99 Rs. 54,09,829.99

3 REINFORCED CEMENT CONCRETE WORK Rs. 7,26,42,617.48 Rs. 8,23,500.00 Rs. 7,34,66,117.48

6 MARBLE & GRANITE WORK Rs. 65,96,252.39 Rs. 65,96,252.39

12 ALUMINIUM WORK Rs. 30,12,633.10 Rs. 30,12,633.10

13 WATER PROOFING Rs. 17,57,245.44 Rs. 17,57,245.44

15 DISMANTLING AND DEMOLISHING WORK Rs. 15,77,559.28 Rs. 15,77,559.28

II. PLUMBING WORKS

1 SANITARY FIXTURES & FITTINGS Rs. 25,72,044.10 Rs. 14,27,458.00 Rs. 39,99,502.10

2 INTERNAL & EXTERNAL WATER SUPPLY Rs. 54,04,811.13 Rs. 4,33,512.00 Rs. 58,38,323.13

3 SOIL, WASTE, VENT PIPES, RAIN WATER PIPES & FITTINGS. Rs. 0.00 Rs. 22,38,276.90 Rs. 22,38,276.90

4 EXTERNAL SEWERAGE AND STORM WATER DRAINAGE Rs. 1,24,41,428.43 Rs. 1,24,41,428.43

5 EXTERNAL WATER SUPPLY Rs. 8,84,779.65 Rs. 59,840.00 Rs. 9,44,619.65

SUB-TOTAL A (Civil & Plumbing) Rs. 24,31,95,004.00 Rs. 1,49,06,843.00 Rs. 25,81,01,847.00

III. HORTICULTURE AND LAND SCAPING

1 HORTICULTURE AND LAND SCAPING Rs. 1,94,577.00 Rs. 1,94,577.00

IV. ELECTRICAL WORKS

A ELECTRICAL WORKS - PART -I - INTERNAL

4 LIGHTNING CONDUCTOR Rs. 3,88,233.00 Rs. 3,88,233.00

5 MV CABLE JOINTING & END TERMINATION Rs. 2,51,150.00 Rs. 2,51,150.00

B EXTERNAL ELECTRICAL WORKS

SUPPLYING OF LIGHT FIXTURES/EXHAUST

FAN/CEILING FAN

SUB-TOTAL (Electrical & horticulure) Rs. 1,94,49,893.08 Rs. 1,72,33,762.00 Rs. 3,66,83,655.08

Additional GST @6.33% From 12% to 18% (As per CPWD

Multiplication factor for modified Analysis of Rate @

0.973 on DSR Items

Grand Total (DSR+NDSR) Rs. 28,88,92,026.00

Grand Total (DSR+NDSR) Rs. 28,88,92,026.00

Digitally signed by ANKIT

Balance work for construction of 91 No’s Residential Quarters (Type-II/68 nos, Type-III/16 nos, Type-IV/05nos &TypeV/02) and Two nos 120 men Jawan Barracks, External

development and Boundary wall & Gates for SHQ/Battalion HQ at Bandipur under Ftr. HQ BSF Kashmir

BILL OF QUANTITY

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

A 2.0 EARTH WORKS

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

means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on

plan) including getting out and disposal of excavated earth, lead up to 50m and

for all lift, as directed by Engineer-in-Charge.

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

means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on

plan) including getting out and disposal of excavated earth lead upto 50 m and

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

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

3 2.8 on plan), including dressing of sides and ramming of bottoms, for all lift, including

getting out the excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m.

i 2.8.1 All kinds of soil Cum 843.61 260.30 219591.89

Excavation work by mechanical means (Hydraulic excavator)/ manual means in

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

4 2.9 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated soils as directed,

within a lead of 50 m.

i 2.9.1 Ordinary rock Cum 29.20 632.95 18484.17

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

excavated or stacked materials.

i 2.26.1 All kinds of soil

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 excavated soil, and then

returning the soil as required, in layers not exceeding 20

cm in depth, including consolidating each deposited layer by ramming, watering,

etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

a) 2.10.1 All kinds of soil

i 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 488.43 352.15 172000.98

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock

7 2.14 exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding

basic item for depth upto 1.5 metre)

a) 2.14.1 Ordinary rock :

i 2.14.1.1 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 200.00 729.80 145960.00

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

8 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each Cum 4678.88 196.00 917061.03

deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Carriage of Earth by mechanical transport including loading, unloading and

Stacking including royalty & carriage up to 5 KM complete.

Carriage of Excavated rock by mechanical transport including loading,

unloading and Stacking including royalty & carriage up to 5 KM complete.

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

consolidating and dressing complete.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees

and saplings of girth up to 30 cm measured at a height of 1 m above ground

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

Felling trees of the girth (measured at a height of 1 m above ground level),

13 2.33 including cutting of trunks and branches, removing the roots and stacking of

serviceable material and disposal of unserviceable material

i 2.33.1 Beyond 30 cm girth upto and including 60 cm girth Sqm 20.00 532.35 10647.00

ii 2.33.2 Beyond 60 cm girth upto and including 120 cm girth Sqm 15.00 2373.50 35602.50

iii 2.33.3 Beyond 120 cm girth upto and including 240 cm girth Sqm 8.00 11020.15 88161.20

TOTAL (Carried Over to Summary of Civil Works) 4579547.71 0.00

B 4.0 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).

Providing and laying cement concrete in retaining walls, return walls, walls (any

thickness) including attached pilasters, columns, piers, abutments, pillars, posts,

15 4.2 struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor

blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding

the cost of centering, shuttering and finishing :

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded

stone aggregate 20 mm nominal size derived from natural sources)

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

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

i 4.3.1 Foundations, footings, bases for columns. Sqm 583.19 392.15 228697.41

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4

17 4.11 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone Sqm 187.86 495.75 93133.58

aggregate 20mm nominal size derived from natural sources).

Extra for providing and mixing water proofing material in cement concrete work of 50 kg

in doses by weight of cement as per manufacturer’s specification. cement

Providing and applying a coat of residual petroleum bitumen of grade of VG-10

of approved quality using 1.7 kg per square metre on damp proof course after

cleaning the surface with brushes and finally with a piece of cloth lightly soaked

in kerosene oil.

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

coarse sand (zone-III) derived 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 leveling & dressing & finishing the top

TOTAL (Carried Over to Summary of Civil Works) 5409829.99 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

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

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 513.71 392.15 201452.00

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

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 3995.31 927.25 3704652.29

d 5.9.4 Shelves (Cast in situ) Sqm 145.33 927.25 134759.93

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 3291.22 736.40 2423654.98

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 3104.44 961.30 2984298.17

g 5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 145.18 764.95 111058.50

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills,

string courses, bands, copings, bed plates, anchor blocks and the like

i 5.9.16 Edges of slabs and breaks in floors and walls

j 5.9.19 Weather shade, Chajjas, corbels etc., including edges Sqm 159.34 951.10 151552.74

Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-III) :

4 graded stone aggregate 6 mm nominal size ), reinforced with 1.6 mm dia mild

22 5.18 steel wire, including centering and shuttering, roughening cleaning, fixing and

finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding

plastering of the jambs, sills and soffits.

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

placing in position and binding all complete upto plinth level.

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 138031.01 107.85 14886644.09

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

placing in position and binding all complete above plinth level.

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 191788.99 107.85 20684442.99

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,

25 5.33 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

a) 5.33.1 All works upto plinth level

i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 1161.54 9504.75 11040164.74

b) 5.33.2 All works above plinth level upto floor V level

i 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 1272.08 9860.40 12543200.68

Rebar-Providing and supplying heavy duty HILTI HIT-RE500 V4 (Resin Epoxy

Chemical) with Steel Rebar. The product should be approved by ETA, TR 069, ICC,

CSTB, COLA, BZS with Shock approval, Seismic approval in Rebars to use in

cracked/un-cracked concrete, tested for service temperature of -40deg C to +80

deg C. The chemical should have ETA for service life of 100 years and is to be

tested for water tightness. The installation depth shall be supported by design

based on EC2/TR069/ HIT-Rebar Design Method using Profis Rebar Software and

approved by Structure Enginer- incharge. Drilling hole with double flute type drill

bits/hollow drill bits to the required depth by rotary hammer drill, cleaning with

26 MRC-1 brush and jet of clean air, filling resin and hardener using serrated nozzle to

eliminate mixing error with standard HDE A12 battery dispenser along with piston

plug and extension hose for longer depths to ensure no air bubbles are in the hole

and then fixing with Rods, conducting occasional site inspection, executing work

by trained personnel and occasional supervision from the manufacturer’s

representative in India. The installation and the setting instructions should be

strictly followed as per the manufacturer’s recommendations. Pull out test report

shall be submitted to the Structure engineer to validate the installation quality.

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

i MRC-1 (a) 16mm dia rebar at 200mm depth Each 180.00 1250.00 225000.00

ii MRC-1 (b) 20mm dia rebar at 250mm depth Each 135.00 1850.00 249750.00

iii MRC-1 (c) 25mm dia rebar at 365mm depth Each 90.00 2450.00 220500.00

iv MRC-1 (d) 32mm dia rebar at 400mm depth Each 45.00 2850.00 128250.00

Providing, mixing and applying bonding coat of approved adhesive on chipped

27 26.31 portion of RCC as per specifications and direction of Engineer In-charge

complete in all respect.

SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg

i 26.31.1 cement per sqm of surface area mixed with specified proportion of approved Sqm 250.00 141.20 35300.00

Epoxy bonding adhesive having coverage 2.20 sqm/kg of

TOTAL (Carried Over to Summary of Civil Works) 72642617.48 823500.00

D 6.0 BRICK WORK

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

7.5 in foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 58.02 7132.25 413829.83

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

29 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in

i 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1113.17 9105.95 10136505.36

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.

i 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 3802.94 1123.80 4273741.22

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

course of half brick masonry (with F.P.S. bricks).

Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt

32 6.44 clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with metre 533.53 60.85 32465.30

cement mortar 1:4 (1 cement : 4 fine sand).

Providing and fixing in position factory made EPS cement sandwich wall/roof/floor

light weight solid core panels made of core material of EPS granule balls/beads

(conforming to IS 4671:1984 and shall have density not less than 15kg per cum)

adhesive, cement, sand, flyash and other bonding material in mortar state

processed to form in a preset mould. The outer face on both sides of the panels

will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium

silicate board confirming to EN 14306:2009 of 5 mm thick each. Panel shall be laid

on 6 mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical

adhesive of 0.5 kg per 50 kg of cement or shall be preferably fixed into ‘C’

33 26.49 channel

made of 1.2 mm thick MS plate screwed/fastenened to the slab/column/beam

etc. The panel shall fixed vertically with tongue and groove joint and horizontally

locked with steel bar between each other and floors and filled with cement

mortar and adhesive. Panels should be used as floor & roofing with additional

structural support, steel or RCC depending

upon the design. All the operation shall be completed in all respect as per

drawings, Manufacturers specifications and under the overall direction of

Engineer-in-Charge (Cost of all the material is included except “C channel”

which will be paid seperately).

i 26.49.1 Non load bearing panels 50 mm thick of required size Sqm 288.94 1315.70 380153.10

TOTAL (Carried Over to Summary of Civil Works) 15635242.67 0.00

E 7.0 STONE WORK

Random rubble masonry with hard stone in foundation and plinth including

34 7.1 levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded

stone aggregate 20 mm nominal size) upto plinth level with :

i 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 7.50 7311.25 54834.38

Random rubble masonry with hard stone in superstructure above plinth level and

upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement

: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills,

ceiling level and the like.

i 7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 45.00 9275.45 417395.25

36 13.33 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :

i 13.33.2 Raised and cut pointing Sqm 300.00 701.05 210315.00

TOTAL (Carried Over to Summary of Civil Works) 682544.63 0.00

F 8.0 MARBLE & GRANITE WORK

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

37 8.2 laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints

treated with white cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing to edges to give high gloss finish

etc. complete at all levels.

a) 8.2.2 Granite stone slab colour black, Cherry/Ruby red

i 8.2.2.2 Area of slab over 0.50 sqm (For Counter) Sqm 300.37 5136.30 1542774.51

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

38 8.3.2 including machine polishing to edge to give high gloss finish etc. complete as per metre 512.17 510.95 261692.75

design approved by Engineer-in-Charge. Granite work

Extra for providing opening of required size & shape for wash basins/ kitchen sink

in kitchen platform, vanity counters and similar location in marble/Granite/Stone

work including necessary holes for pillar taps etc. including rubbing and polishing

of cut edge etc. complete.

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622

(thickness to be specified by the manufacturer), of approvedmake, in all colours,

shades except burgundy, bottle green, black of any size as approved by Engineer-

40 8.31 in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement Sqm 3602.40 1267.95 4567662.83

mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg

per sqm, including pointing in white cement mixed with pigment of matching

shade complete.

TOTAL (Carried Over to Summary of Civil Works) 6596252.39 0.00

G 9.0 WOOD & PVC WORK

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

non-decorative type, core of block board construction with frame of 1st class

hard wood and well matched commercial 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters:

i 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 827.94 2392.65 1980970.64

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

42 9.23 depth on all edges of flush door shutters (over all area of door shutter to be Sqm 827.94 462.35 382798.06

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

43 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel

primer all complete.

i 9.48.1 Fixed to steel windows by welding Kg 17843.60 219.10 3909533.64

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

with necessary screws etc. complete (Copper oxidised as per IS 1378)

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

necessary screws etc. complete (Copper oxidised as per IS 1378)

Providing and fixing oxidised M.S. casement stays (straight peg type) with

necessary screws etc. complete. (Copper oxidised as per IS 1378)

i 9.68.2 250 mm weighing not less than 150 grams Each 608.00 61.05 37118.40

Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic

47 9.96 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

48 9.97 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 of approved make anodized (anodic

49 9.100 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour or shade with necessry screws etc. complete.

Providing and fixing aluminium hanging floor door stopper ISI marked anodised

50 9.101 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour and shade with necessary screws etc. complete.

i 9.101.1 Single rubber stopper Each 419.00 39.60 16592.40

Providing and fixing aluminium extruded section body tubular type universal

hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the

51 9.84 body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), Each 695.00 983.15 683289.25

with double speed adjustment with necessary accessories and screws etc.

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

52 9.113 of handles of approved quality for aluminium door, with necessary screws etc Each 99.00 850.05 84154.95

complete as per direction of Engineer- in-charge

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain

in gloss / matt/ suede finish 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 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

54 26.86 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 5 mm 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 ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid plain 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)

55 26.87 & 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 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

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel

screws etc. complete :

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 minimum 8 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 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.

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

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

Three track three panels sliding window with two glazed

a) 9.147.A4 & one wire mesh panels with Aluminium channel for roller

track, wool pile, nylon rollers with SS 304 body

Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed

and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak)

powder coated touch

locks with hook. (Height upto 1.2 metre).

Casement door double panel with French (False) Mullion

with zinc alloy (zamak) 3D hinges, multi-point locking system

with cylinder, zinc alloy (zamak) powder coated handles on

Using R3 series with frame (55 mm & above) x (50 mm & above) & sash (55 mm &

above) x (85 mm & above) & French (False) mullion (55 mm & above) x (60 mm &

above). (Height

upto 2.5 metre).

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Wooden Wardrobe

Providing and fixing wardrobe,storage cabinet, over head cabinet, dress units

made of 19mm thick comm. board on top, bottom, sides, partitions, shelves,

shutters,12 mm thick commercial ply for sides & back of drawer, 6mm thick

commercial ply at back of cabinet & bottom drawers, 4.0mm thick veneer on

58 MRC-2 shutters & exposed sides and top of cabinets wherever required, 1 mm thick Sqm 885.08 9500.00 8408226.75

balancing laminate in unexposed inner faces, including Ivory coast teak wood

lipping, melamine polishing, hinges, ball catchers, tower bolts, handles/knobs,

multi purpose locks,sliding chanel, etc. complete as per design and drawing. (

only surface area of Shutter ie elevation to be measured and paid for )

Kitchen Modular

Providing 600 mm deep modular kitchen cabinet 850mm high rested at floor,

made of 19mm thick prelaminated MDF board on top, bottom, sides, partitions,

shelves, post formed edge for shutters, 12 mm thick prelaminated MDF board for

sides & back of drawers, 6mm thick prelaminated MDF board at back of cabinet

59 MRC-3 & bottom drawers, PVC edge binding on exposed edges of boards , including Sqm 104.55 14500.00 1516029.38

drain board clip on hinges, ball catchers, handles/knobs, powder coated sliding

channel, multipurpose lock , stainless steel accessories etc. complete as per

design and drawing. All hardware's to be Brushed Stainless Steel finish. ( only

length in elevation will be measured and paid for ) excluding cost of top granite.

TOTAL (Carried Over to Summary of Civil Works) 14182746.40 9924256.13

H 10.0 STEEL WORK

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

60 10.2 framed work, including cutting, hoisting, fixing in position and applying a priming kg 138630.82 133.70 18534941.17

coat of approved steel primer all complete.

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

61 10.5 iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings

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

i 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 2.52 5804.35 14626.96

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

ventilators, side /top /centre hung, with beading and all members such as

F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints

62 10.11 mitred and flash butt welded and sash bars tenoned and riveted, including

providing and fixing of hinges, pivots, including priming coat of approved steel

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

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

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

i 10.11.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse kg 14787.25 131.05 1937868.59

sand : 6 graded stone aggregate 20 mm nominal size)

Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type),

63 10.12 approved shape and section with screws instead of glazing clips and metal sash metre 4864.81 49.60 241294.77

putty, in steel doors, windows, ventilators and composite units.

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

manufactured from commercial mild steel sheet of 1.60 mm thickness, including

hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle

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

fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm

thick with mortar guards, lock strike-plate and shock absorbers as specified and

applying a coat of approved steel primer after pre-treatment of the surface as

directed by Engineer-in-charge:

a) 10.14.2 Profile C

i 10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb. metre 2013.10 611.75 1231513.93

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

65 10.25 fixing in position and applying a priming coat of approved steel primer using

structural steel etc. as required

i 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Kg 12502.68 172.60 2157962.57

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash

fastener of 10 mm dia double threaded 6.8 grade (yield strength 480N/mm2),

66 10.27 counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve,

including drilling of hole in frame , concrete/ masonry, etc.

as per direction of Engineer-in-charge.

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 &

67 10.28 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top kg 1600.95 772.40 1236573.78

of the floor or the side of waist

slab with suitable arrangement as per approval of Engineer-in-charge, (for

payment purpose only weight of stainless steel members shall be considered

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

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

68 10.29.2 with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire Sqm 1063.86 1133.55 1205937.37

gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

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

clerestory windows all complete with :

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

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 23mm x 25mm and over all minimum length 263

mm and width as 165 mm with minimum 112 mm space between protruded legs

having 2 mm tread on top surface by ribbing or chequering besides necessary

70 19.16 and adequate anchoring projections on tail length on 138 mm as per standard Each 76.00 553.70 42081.20

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 in position pre-cast R.C.C. manhole cover and frame of

required shape and approved quality 19.19.1 L D- 2.5 H D - 20

i 19.19.3.1 Circular shape 560 mm internal diameter Each 8.00 1675.70 13405.60

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey

72 19.32 comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long

complete as per standard design.

With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5

TOTAL (Carried Over to Summary of Civil Works) 28722052.64 0.00

I 11.0 FLOORING WORK

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

73 11.3 aggregate) finished with a floating coat of neat cement, including cement slurry,

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

i 11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 50.00 614.20 30710.00

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

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

including rubbing and polishing complete with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) :

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

mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed

with grey cement slurry mixed with pigment to match the shade of the slabs,

including rubbing and polishing complete.

76 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. metre 196.76 191.40 37659.86

Extra for Kota stone/ sand stone in treads of steps and risers using single length

above normal size up to 2.00 metre.

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to

be specified by the manufacturer) of 1st quality conforming to IS : 15622 of

approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20

mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey

cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and

matching pigment etc., complete.

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 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., complete.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and conforming to I.S.

15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12

mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement &

matching pigments etc. complete.

Providing and laying Polished Granite stone flooring in required design and

patterns, in linear as well as curvilinear portions of the building all complete as per

the architectural drawings with 18 mm thick stone slab over 20 mm (average)

81 11.56 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.

Polished Granite stone slab of colour Black, Cherry/Ruby

Red or equivalent

82 11.24 Extra for pre finished nosing to treads of steps of marble / granite stone. metre 740.12 719.90 532812.39

Extra for marble / granite stone flooring in treads of steps and risers using single

length up to 2.00 metre.

TOTAL (Carried Over to Summary of Civil Works) 19989819.14 0.00

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

J 12.0 ROOFING

Providing and fixing precoated galvanised iron profile sheets (size, shape and

pitch of corrugation as approved by Engineer-in-Charge) of total coated

thickness 0.50 mm (base metal of minimum 0.45 mm 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

84 12.50 have protective guard film of 25 microns minimum to avoid scratches during Sqm 3465.76 738.65 2559982.59

transportation and should be supplied 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 0.50 mm (base metal of minimum 0.45 mm thickness with total

85 12.51 coating thickness of 0.05 mm) with Zinc coating 120gram 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 :

ii 12.51.6 Gutter (600 mm over all girth) metre 1162.86 1313.70 1527645.24

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

86 12.21 stone aggregate 10 mm and down gauge), including finishing with cement

mortar 1:3 (1 cement : 3 fine sand) as per standard design :

i 12.21.1 In 75x75 mm deep chase metre 55.76 305.15 17015.16

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

87 12.22 nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm Each 5.00 298.25 1491.25

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.

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

true horizontal level, suspended on inter locking metal grid of hot dipped

galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive)

consisting of main “T” runner with suitably spaced joints to get required length

and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200

mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick

(minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to

center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm

and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at

88 12.52 middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of

size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid

including, required cutting/making, opening for services like diffusers, grills, light

fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from

ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5

mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised

butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center

along main T, bottom exposed width of 24 mm of all T-sections shall be pre-

painted with polyester paint, all complete for all heights as per specifications,

drawings and as directed by Engineer-in-charge.

GI Metal Ceiling Lay in plain Tegular edge Global white

color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm

drop; made of G I sheet having galvanizing of 100 gms/sqm

(both sides inclusive) and electro statically polyester powder

coated of thickness 60 microns (minimum), including factory

painted after bending.

TOTAL (Carried Over to Summary of Civil Works) 8648200.11 0.00

K 13.0 FINISHING WORK

89 13.4 12 mm cement plaster of mix :

90 13.5 15 mm cement plaster on rough side of single or half brick wall of mix :

91 13.6 20 mm cement plaster of mix :

92 13.16 6 mm cement plaster of mix :

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

every additional height of 3 m or part thereof.

Providing and applying plaster of paris putty of 2 mm thickness over plastered

surface to prepare the surface even and smooth complete.

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

i 13.47.1 over and including priming coat of exterior primer applied Sqm 9647.18 171.10 1650632.76

96 13.50 Applying priming coat :

With ready mixed red oxide zinc chromate primer of

i 13.50.3 approved brand and manufacture on steel galvanised iron/ Sqm 125.00 67.40 8425.00

Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade :

Two or more coats on new work over an under coat of

i 13.62.1 suitable shade with ordinary paint of approved brand and Sqm 14547.54 226.25 3291381.39

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

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

98 13.80 approved brand and manufacturer, over the plastered wall surface to prepare Sqm 21294.15 156.05 3322951.90

the surface even and smooth complete.

Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre, of approved brand and

manufacture, including applying additional coats wherever required, to achieve

even shade and colour.

New work (two or more coats) over and including water

i 13.41.1 thinnable priming coat with cement primer having VOC content less than 50 Sqm 28475.32 185.65 5286443.24

Applying priming coats with primer of approved brand and

manufacture, having low VOC (Volatile Organic Compound ) content.

With ready mixed pink or grey primer on wood work (hard and soft wood) having

VOC content less than 50 grams/ litre

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.

TOTAL (Carried Over to Summary of Civil Works) 30808039.52 0.00

L 21.0 ALUMINIUM WORK

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, fixed with rawl

plugs and screws or with fixing clips, or with expansion hold fasteners including

necessary filling up of gaps at junctions, at top, bottom and sides with required

PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight,

mitred and jointed echanically 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 and paneling to be paid for separately) :

a) 21.1.1 For fixed portion.

i 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 1948.58 530.90 1034498.47

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

pivots and making provision for fixing of fittings wherever required including the

cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for

i 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 2338.29 634.45 1483528.09

Providing and fixing 12 mm thick prelaminated particle board flat pressed three

layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in

103 21.2 panelling fixed in aluminum doors, windows shutters and partition frames with C.P.

brass / stainless steel screws etc. complete as per architectural drawings and

directions of engineerin-charge.

i 21.2.2 Pre-laminated particle board with decorative lamination on both sides Sqm 71.27 1115.40 79499.02

Providing and fixing glazing in aluminium door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic item):

i 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) Sqm 208.34 1505.25 313599.27

Filling the gap in between aluminium frame and adjacent RCC/Brickwork/ Stone

105 21.8 Work by providing weather silicon sealant over backer rod of approved quality as

per architectural drawings and direction of Engineer-in-charge

i 21.8.1 Upto 5mm depth and 5mm width metre 779.43 96.75 75409.85

Providing and fixing steel roller for uPVC /aluminium sliding door with necessary

screws etc. complete.

Providing and fixing steel (white power coated) crescent lock for uPVC /

aluminium sliding window/ door with necessary screws etc. complete.

TOTAL (Carried Over to Summary of Civil Works) 3012633.10 0.00

M 22.0 WATER PROOFING

Providing and laying water proofing treatment in sunken portion of WCs,

108 22.5 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

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing Sqm 578.35 617.05 356871.24

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

hours followed with water curing for 48 hours. The rate includes preparation of

surface, treatment and sealing of all joints, corners, junctions of pipes and

masonry with polymer mixed slurry.

Providing and laying integral cement based water proofing treatment including

preparation of surface as required for treatment of roofs, balconies, terraces etc

consisting of following operations: (a) Applying a slurry coat of neat cement using

2.75 kg/sqm of cement admixed with water proofing compound conforming to

IS. 2645 and approved by Engineer-in-charge over the RCC slab including

adjoining walls upto 300 mm height including cleaning the surface before

treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm

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

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

by Engineer-in-charge over 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.

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

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

2.75 kg/ sqm of cement admixed with water proofing compound conforming to

IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20

mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed

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

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

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

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

finished shall be flooded with water for a minimum period of two weeks for curing

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

specified by the Engineer-in-Charge :

i 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 45.36 1684.60 76413.46

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 ACI- 212-3R-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.

i 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 1671.59 472.90 790495.67

ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 1052.52 362.80 381854.98

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

linear meter (expansive nature) for construction joints treatment of RCC structure

such as raft slab, retaining walls, water storage tank and at the junctions of raft

slab with the retaining walls etc.. After cleaning the surface, one coat of required

111 22.26 primer for swellable water stop tape shall be applied throughout the length of the meter 74.00 573.45 42435.30

joint @3.78 litre per 240 running meter. Over the primed surface swellable type

water stop tape shall be placed. 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.

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated

five layer 3 mm thick water proofing membrane, black finished reinforced with

non-woven polyester matt consisting of a coat of bitumen primer for bitumen

membrane @ 0.40 litre/sqm by the same membrane manufacture of density at

25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of

membrane shall be laid using Butane Torch and sealing all joints etc, and

112 14.91.1 preparing the surface complete. The vital physical and chemical parameters of Sqm 168.00 560.95 94239.60

the membrane shall be as under : Joint strength in longitudinal and transverse

direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse

direction as 300/250N. Softening point of membrane not less than 150°C. Cold

flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The

laying of membrane shall be got done through the authorised applicator of the

manufacturer of membrane : 3 mm thick

Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%

polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent

touch by heating the membrane by Butane Torch as per manufactures

recommendation.

TOTAL (Carried Over to Summary of Civil Works) 1757245.44 0.00

N 16.0 ROAD WORKS

Preparation and consolidation of sub grade with power road roller of 8 to 12

tonne capacity after excavating earth to an average of 22.5 cm depth, dressing

114 16.1 to camber and consolidating with road roller including making good the Sqm 3150.00 218.90 689535.00

undulations etc. and re-rolling the sub grade and disposal of surplus earthwith

lead upto 50 metres

Extra for compaction of earth work in embankment under optimum moisture

conditions to give at least 95% of the maximum dry density (proctor density).

116 16.3 Supplying and stacking at site.

Surface dressing one coat on new surface with bitumen of specified grade at a

rate of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm

nominal size per 100 sqm of road surface, including consolidation with road roller

of 6 to 8 tonne capacity , etc. complete :

Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to

Providing and applying tack coat using bitumen emulsion conforming to IS:8887,

118 16.31 using emulsion pressure distributer including preparing the surface & cleaning with

mechanical broom.

a) 16.31.2 With medium setting bitumen emulsion

ii 16.31.2.2 On bituminous surface @ 0.25kg/sqm Sqm 2250.00 14.05 31612.50

PREMIX CARPETING

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Providing and laying Bitumen Penetration Macadam with hard stone aggregate

of quality, size and grading as specified, with bitumen of suitable penetration

grade, including required key aggregate as specified, spreading coarse

aggregate with the help of self propelled/ tipper tail mounted aggregate

spreader and applying bitumen by a pressure distributor and then spreading key

aggregate with the help of aggregate spreader complete, including

consolidation with road roller of minimum 8 to 10 tonne capacity to achieve

specified values of compaction and surface accuracy :

For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded

i 16.36.1 @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 Sqm 2250.00 505.65 1137712.50

sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.

Providing and laying seal coat over prepared surface of road with bitumen

heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen

120 16.41 of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 Sqm 2250.00 130.85 294412.50

mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of

road surface, including rolling and finishing with power road roller all complete.

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of

specified shade/ colour using hot thermoplastic material by fully/ semi automatic

thermoplastic paint applicator machine fitted with profile shoe, glass beads

dispenser, propane tank heater and profile shoe heater, driven by experienced

operator on road surface including cost of material, labour, T&P, cleaning the

road surface of all dirt, seals, oil, grease and foreign material etc. complete as

per direction of Engineer-in-charge and accordance with applicable

specifications.

122 16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. Sqm 125.00 995.85 124481.25

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,

123 16.75 brooming with wire brush etc. complete as per specifications Cum 90.00 9823.80 884142.00

and directions of Engineer-in-charge. (The panel shuttering work shall be paid for

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

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

Construction of granular sub-base by providing close graded Material conforming

to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed

material by tippers to work site, for all leads & lifts, spreading in uniform layers of

124 16.78 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-

With material conforming to Grade-II (size range 53 mm to

0.075 mm ) having CBR Value-25

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, laying in uniform

125 16.79 layers with mechanical paver finisher in sub- base / base course on well prepared Cum 337.50 2914.30 983576.25

surface and compacting with vibratory roller of 8 to 10 tonne capacity to

achievethe desired density, complete as per specifications and directions of

Engineer-in-Charge.

Providing and laying 60 mm thick faciory made cement concrete interlocking

paver block of M -30 grade made by block making machine with strong vibratory

compaction, of approved size, design & shape, laid in required colour and

pattern over and including 50 mm thick compacted bed of coarse sand, filling

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

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 5 mm), including making drainage opening wherever required complete

etc. as per direction of Engineer in-charge (length of finished kerb edging shall

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

approved by Engineer-in-charge).

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

uniform finish with road marking paint of superior make as approved by the

Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease

and other foreign material etc. and lining out complete.

i 16.47.1 New work (two or more coats) Sqm 285.00 188.20 53637.00

TOTAL (Carried Over to Summary of Civil Works) 7647609.95 0.00

O Horti.(2020) HORTICULTURE AND LAND SCAPING

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

129 2.4 carriage upto 5 km complete (manure measured in stacks will be reduced by 8%

i 2.4.2 Screened through sieve of I.S. designation 16 mm Cum 15.00 290.70 4360.50

ii 2.4.3 Screened through sieve of I.S. designation 4.75 mm Cum 15.00 319.90 4798.50

130 2.7 Fine dressing of the ground. Sqm 300.00 3.70 1110.00

Mixing earth and sludge or manure in the required proportion specified or

directed by the Officer-in-charge

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

lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit

for mowing including supplying good earth, if needed (the grass and earth shall

be paid for separately).

i 2.10.2 With grass Turf Sqm 300.00 13.30 3990.00

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

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 volume of manure

after reduction by 8%) flooding with water, dressing including removal of rubbish

and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra

good earth if needed to be paid for separately) :

i 2.14.4 Holes 45 cm dia, and 45 cm deep. Each 50.00 18.70 935.00

Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre

above ground level and 0.40 metre below ground level. The vertical members

shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each

corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical members shall

be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical

member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100

mm shall be welded to the tree guard near the middle height and lettered

CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the

ground by making suitable holes and by embedding four corners leg in the

ground, including refilling the earth, compaction etc. complete. The tree guard

shall be painted with two or more coats of synthetic enamel paint of approved

brand and manufacture over a coat of primer, complete in all respect.

Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm

thickness of existing ground prepared with proper level and ramming with

135 2.34 required tools wooden and than rolling the surface with light roller make the Sqm 300.00 87.50 26250.00

surface smoothen and light watering the same maintenance for 30 days or more

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

Complete maintenance of the entire garden features having as per yard stick in

the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers

etc. including hoeing,weeding pruning replacement of plants, gap filling,

watering, mowing of lawn, grass cutting by lawn mover and brush cutter ,

removal of garden waste, applying insecticide, pesticide & fertilizers(whenever

required) top dressing of lawn with good earth and menure and maintenance of

other garden related works as directed by office-in-charge (Cost of Good Earth,

Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department &

lawn mover and brush cutter with fuel , other T & P material/articles shall be

provided by the contractor.)

i 2.40.5 Play grounds / Public parks (as per yard stick 1Mali =2.00Acre). 300.00 2.40 720.00

Anti termite treatment of lawn area through premise 30.50% I P. one liter premise

diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn

or bed area.(two application) i/c cost of chemical)and as per direction of officer-

in-charge.and as per direction of officer-in-charge.

138 4 Rose Plants

Providing and Displaying plants Budded Rose (H.T. variety) 3 to 4 healthy branch

i 4.91 30 cm and above ht. well developed with one and above flower plant in 20 cm Each 10.00 32.80 328.00

Earthen Pot, as per direction of the officer-in-charge.

Providing and Displaying plants Creeper Rose variety 3 to 4 healthy branch 60 cm

ii 4.92 and above ht. well developed with one and above flowers in 25 cm Earthen Pot, Each 15.00 75.85 1137.75

as per direction of the officer-in-charge.

Providing and Displaying plants Standard Rose (H.T. variety) 3 to 4 healthy branch

iii 4.93 90 cm and above ht. well developed with one and above flowers in 25 cm Each 20.00 150.70 3014.00

Earthen Pot, as per direction of the officer-in-charge.

139 6 Ground Covers Plants

Providing and Displaying of Clerodendron inerme plant of ht. 30 cm to 40 cm

i 6.7 multi branched in 25 cm size of Earthen Pot / Plastic Pot & as per direction of the Each 25.00 20.00 500.00

officer-in-charge.

Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty

ii 6.12 shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot Each 20.00 20.00 400.00

& as per direction of the officer-in-charge..

Providing and Displaying of Iresine herbstii plant, of height 20-30 cm., full of

iii 6.17 branches well developed in 20 cm size of Earthen Pot / Plastic Pot & as per Each 40.00 20.00 800.00

direction of the officer-in-charge..

Providing and Displaying of Wadelia trilobata plant,full of leaves in 15 cm size of

Poly bags & as per direction of the officer-in-charge.

140 7 Tree Plants

Providing and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm

in big polybag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in

big poly bags of size 25 cm as per direction of the officer-in-charge

Providing and stacking of Ficus bengalensis (Bargad) plant of height 120-135 cm.

in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Ficus religiosa (Peepal) plant of height 150-165 cm. in

big poly bags of size 30 cm as per direction of the officer-in-charge.

Providing and stacking of Nauclea cadamba (Kadam) plant of height 150-165

cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v

providing and stacking of Euphorbia caracasana (bronze colour leaves) of height

i 8.16 60-75 cm. with 2-3 branches in earthen pots of size 20 cm as per direction of the Each 100.00 40.00 4000.00

officer-in-charge.

providing and stacking of plant Ficus blackii (F.vivion) (bushy) of height 150- 165

ii 8.23 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per Each 50.00 250.00 12500.00

direction of the officer-in-charge.

providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big

size HDPE bag as per direction of the officer-in-charge.

TOTAL (Carried Over to Summary of Civil Works) 194577.00 0.00

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

P 15.0 DISMANTLING AND DEMOLISHING WORK

142 15.2 Demolishing cement concrete including disposal of material within 50 metre lead:

i 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) Cum 25.00 1503.60 37590.00

Demolishing R.C.C. work manually/ by mechanical means including stacking of

143 15.3 steel bars and disposal of unserviceable material within 50 metres lead as per Cum 75.00 3551.25 266343.75

direction of Engineer - in- charge.

Extra for cutting reinforcement bars in R.C.C. or R.B. work (Payment shall be made

on the cross sectional area of R.C.C. or R.B. work)

Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B.

Dismolishing brick work manually / by mechanical means including stacking of

146 15.7 sericeable material and disposal of unserviceable material within 50 metre lead

as per direction of engineer- in- charge.

i 15.7.4 In cement mortar Cum 125.00 2060.20 257525.00

Removing mortar form bricks and cleaning bricks including stacking within a lead

of 50m (stacks of cleaned bricks shall be measured):

i 15.8.3 From brick work in cement mortar 1000 Nos 61.75 6700.80 413774.40

Dismantling doors, windows and clerestory windows (steel or wood) shutter

148 15.12 including chowkhats, architrave, holdfasts etc. complete and stacking within 50

i 15.12.1 Of area 3 sq. metres and below each 25.00 367.20 9180.00

ii 15.12.2 Of area beyond 3 sqm each 25.00 502.75 12568.75

Taking out doors, windows and clerestory window shutters (steel or wood)

including stacking within 50 metres lead :

i 15.13.1 Of area 3 sq. metres and below each 25.00 143.50 3587.50

ii 15.13.2 Of area beyond 3 sqm each 25.00 188.90 4722.50

Dismantaling tile work in floor and roof laid in cement mortar including stacking

material within 50 metre lead .

i 15.23.1 For thickness of tiles 10mm to 25mm. Sqm 250.00 73.40 18350.00

Dismantling stone slab flooring laid in cement mortar including stacking of

serviceable material and disposal of unserviceable material within 50 metre lead:

Demolishing brick tile covering in terracing including stacking of serviceable

material and disposal of unserviceable material within 50 metres lead.

Dismantling G.I. pipes (external work) including excavation and refilling trenches

153 15.44 after taking out the pipes, manually/ by mechanical means including stacking of

pipes within 50 metres lead as per direction of Engineer-in-charge :

i 15.44.1 15 mm to 40 mm nominal bore meter 350.00 149.80 52430.00

Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including

154 15.52 stacking of useful materials near the site and disposal of unserviceable materials each 20.00 112.05 2241.00

within 50 metres lead.

Dismantling old plaster or skirting raking out joints and cleaning the surface for

plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false

156 15.57 ceiling including disposal of unserviceable material and stacking of serviceable Sqm 50.00 56.35 2817.50

material with in 50 meters lead as directed by Engineer-in-charge.

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

materials by mechanical means, including loading, transporting, unloading to

approved municipal dumping ground or as approved by Engineer- in-charge,

beyond 50 m initial lead, for all leads including all lifts involved.

TOTAL (Carried Over to Summary of Civil Works) 1577559.28 0.00

Total Civil of DSR & NDSR 232834273.57

DSR-2022 ELECTRICAL WORKS

A) ELECTRICAL WORKS - PART -I - INTERNAL

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

insulated copper conductor single core cable in surface / recessed medium class PVC

conduit, with modular switch, modular plate,suitable GI box and earthing the point with 1.5

sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.

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

independent switch etc.) with 1.5 sq.mm FRLS PVC insulated copper conductor single

core cable in surface/recessed PVC conduit, and earthing the point with 1.5 sq.mm FRLS

PVC insulated copper conductor single core cable etc.as required.

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

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.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single

1.12 core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm Metre 5143 334.00 1717595

FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single

1.13 core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos 4 sq. mm Metre 2571 537.00 1380761.25

FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS

1.14 PVC insulated copper conductor, single core cable in surface/ recessed medium class

PVC conduit as required

1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 9570 334.00 3196380

1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 1920 439.00 842880

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE

1.19 insulated, shielded with fine tinned copper braid and protected with PVC sheath in the Metre 6840 47.00 321480

existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC conduit along with

1.21 accessories in surface/recess including cutting the wall and making good the same in

case of recessed 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.

1.24.4 3 pin 5/6 amp socket outlet Nos 850 122.00 103700

1.24.5 6 pin 15/16 amp socket outlet Nos 812 197.00 159964

1.24.6 Telephone Socket Outlet Nos 279 148.00 41292

1.24.7 TV antenna socket Nos 279 148.00 41292

Supplying and fixing two module stepped type electronic fan regulator on the existing

1.25 modular plate switch box including connections but excluding modular plate etc. as Nos. 426 369.00 157194

Supplying and fixing modular blanking plate on the existing modular plate & switch box

excluding modular plate as required.

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate

for modular switches in recess etc as required.

Supplying and fixing following Modular base & cover plate on existing modular metal boxes

etc. as required.

MRIE-01 Supplying, installation, testing and commissioning of 25A Modular socket (AC & Geyser) Nos 379 950.00 360050

MRIE-02 Supplying, installation, testing and commissioning of 25A Modular MCB (AC & Geyser) Nos 379 1150.00 435850

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block

including connection etc as required.

1.34 Supplying and fixing brass batten/ angle holder including connection etc. as required. Nos. 279 131.00 36549

Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as

Supplying, installation, testing and commissioning of following LED tube light fitting

including batten with Electronic Driver Heat sink Capacitor complete with all other

MRIE-03 accessories on surface/ in false ceiling, including connection, earthing etc complete as

per specification and IP20, P.F. should be greater than 0.9. LED chip efficacy ratio *

120 lumens /watt.

MRIE-03 B 10 watt {2 feet} Nos 50 750.00 37500

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Supplying, installation, testing and commissioning of 1200mm dia ceiling fan including

wiring the down rods of standard length up to 30 cm with 1.5 sq. mm FRLS PVC

MRIE-04 insulated, copper conductor, single core cable, earthing etc. complete as required. Nos 324 2050.00 664200

P.F. should be greater than 0.9, with BEE Star rating from 3 star and above, IS:

374:2019 including all amendments.

Supplying, installation, testing and commissioning of 1400mm dia ceiling fan including

wiring the down rods of standard length up to 30 cm with 1.5 sq. mm FRLS PVC

MRIE-05 insulated, copper conductor, single core cable, earthing etc. complete as required. Nos 102 3150.00 321300

P.F. should be greater than 0.9, with BEE Star rating from 3 star and above, IS:

374:2019 including all amendments.

Supplying, installation, testing and commissioning of following LED fitting (luminaries)

panel light in round/ square shape complete with electronic driver heat sink capacitor

and all other accessories on surface/ in false ceiling etc. as per specification and P.F.

should be greater than 0.9. LED chip efficacy ratio * 100 lumens /watt.

Supply, Installation, Testing & Commissioning of 15W WALL BRACKET LIGHT, Housing

Material Cast Aluminium with B22 Holder Tye, Diffuser Material PPR with TIN Coated

Powder Coated Finish, Suitable of used with 15W LED Lamp

Supply, Installation, Testing & Commissioning of 20W Decorative light as per engineer in

MRIE-08 charge direction with all complete installation accessories. Nos 26 2250.00 58500

1.49 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. Nos 1419 57.00 80883

Installation of exhaust fan in the existing opening, including making good the damage,

connection, testing, commissioning etc. as required.

Total of Sub Head 16303179.08 4116670

B) MCCB, MCB & DB'S

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution

board, 240 volts, 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)

2.3.4 16 way, Double door Nos. 90 3141.00 282690

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

MCB distribution board, 415 volts, 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

2.10 breaker suitable for inductive load of following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required

Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts,

2.14 residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in

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

residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in

MCB DB complete with connections, testing and commissioning etc. as required.

Total of Sub Head 1194654 0

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and

5.2 providing masonry enclosure with cover plate having locking arrangement and watering Set 26 6855.00 178230

pipe etc. with charcoal/ coke and salt as required.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as

Total of Sub Head 789210 0

D) LIGHTNING CONDUCTOR

Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I.

6.2 tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes Nos 27 518.00 13986

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.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and

5.2 providing masonry enclosure with cover plate having locking arrangement and watering Set 27 6855.00 185085

pipe etc. with charcoal/ coke and salt as required.

Total of Sub Head 388233 0

E) MV CABLE JOINTING & END TERMINATION

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Supplying and making end termination with brass compression gland and aluminium lugs

9.1 for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable

of 1.1 KV grade as required.

Total of Sub Head 251150 0

F) EXTERNAL ELECTRICAL WORKS

SUPPLYING OF LIGHT FIXTURES/EXHAUST FAN/CEILING FAN

MRIE-09 300mm Exhaust Fan with Louvers Nos. 409 2710.00 1108390

MRIE-10 Supplying and fixing DP sheet steel enclosure in recess along eith 25/32 amps, 240 volts Nos. 95 1629.00 154755

"C" curve DP MCB complete with connections, testing and commissioning etc as required.

MRIE-11 3-STEPPED STEEL TUBULAR POLE

Supply and erection of 3-stepped tubular swaged and welded pole of suitable length

conforming IS 2713-1969 (Part I to III)/ 1980 to be fixed upto a required p;anting depth

below round level in a hole of excavatioin about 45 cm dia and suitable depth to be filled in

ip to 15 cm below G/L with 1:2:4 cement concrete mixture and hafsving 1:2:4 cement

concrete muff of dia 450 MM, 80 cm long above grounds level sufficient to completely

flush a MCB distribution board SPN 4 Way (Double Door) with hinged water tight cover

with locking arrangement habing one single pole MCB of required capacity fixed on din

bar. The outer surface of th plinth to finished wit purer cement includibngf painting of pole

with two coats okf approved aluminium paint as required

Overall lingth 8.5 metre, with planting depth 1.5 metre, length of sections 4 metre, 2.25

metre and 2.25 metre (Bottom, Middle, & Top), Outer dia and thickness of sections

(a) 168.3mm X 4.5MM, 139.7mm X 4.5mm and 114.3mm X 3.65mm (Bottom, Middle and Top Each 34 12725.00 432650

respectively) with approximatwely weight 126 Kg and base plate of size 12mm thick about

MRIE-12 GI PIPE BRACKETS FOR 3 STEPPED STEELTUBULAR

SINGLE ARM BRACKET

Supply and erectiion of G.I. pipe 50mm dia (midium) single arm bracket 1.5 metre long

each arm welded with MS canopy 80mm iner dia. Outer dia 89.5m (midium), 450 mm long

suitable for 3 stepped steel tubular swaged anf welded pole th top outer section dia.

76.1mm The MS canopy shoukd have 3 no. holes for fixing the bracke5t at the tokp end of

the pole with the help of 3 no. 1/2" x 1 1/2" size nut bolt of full thread. The bracket should

have MS round sheet 3 mm thick 90mm dia and 50mm long, 1.62mm thick for covering

the top end of the canopy. The MS canopy and GI bracket should be welded at tentative

angle 105° (105 degree) inclination with MS sheet 5mm thick triangulkar in shape having

diamentions 225mm X 150mm X 5mm thick with 2 coats of an approved aluminium paint

as desired by Engineer-inCharge at site.

STREET LIGHT FIXTURE

Supply and erection of Street Light fixture 90W IP 66 die -cast aluminium street light

chamber, top maintainable with curved toughened glass & pot optics reflector equalemnt

as approved by the Engineer -in-Charge.

Supplying, installation, testing and comssioning of 45W Hybrid Solar light with 4.5 meter

height long with complete all accessories as required.

SUPPLY & LAYING OF CABLE

supply & laying of the following size of 1.1 KV grade aluminium conductor armoured

MRIE-15 power cable, XLPE as per is specification with latest amendment to be laid 1 mtr below

the ground level including excavation , sand cushioning, covering with sand and bricks etc.

MRIE-15A 3.5 x 400 sq mm A2XFY XLPE cable RM 565 6378.00 3603570

MRIE-15B 3.5 x 95 sq mm A2XFY XLPE cable RM 100 1556.00 155600

MRIE-15C 4 x 16 sq mm A2XFY XLPE cable RM 600 522.00 313200

MRIE-15D 2 x 6 sq mm Cu. UnArmoured cable (for DB I/C Cable) RM 1880 549.00 1032120

MRIE-15E 4 x 6 sq mm Cu. UnArmoured cable (for DB I/C Cable) RM 525 911.00 478275

MRIE-15F 4 x 10 sq mm Cu. UnArmoured cable (for DB I/C Cable) RM 535 1412.00 755420

LT PANELS (SUPPLY)

Supply/Receiving/handling/erection/testing/commissioning of cubicle type panels

fabericated out of 1.6 mm rust inhibited CRCA sheet steel bolted and modular construction

complete with incoming and out-going feeders, bus bars of electrolytic grade aluminium

duly insulated with heat shrinkable PVC sleeves and colour coded and support on

DMC/SMC supporters, outgoing feeders, meters, indicating as specified and shown on

line drawings. PCC shall be totally enclosed dust and vermin proof construction with heavy

duty neoprene gaskets. The floor mounting panels shall be

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

provided with mounting channels. The construction of PCC panels shall be strictly as per

standard specifications. Panels shall incorporate double copper earthing bus, cable alleys,

bus bar chambers, bus interconnections. The panel shall be baked enamel (Powder

coated) painted. The panel shall be provided with name plate, designation plate for all

incoming outgoing feeders, danger plate, panels shall be provided with steel lock and two

key for eah panel should be provided and the key should be common for all

compartment/doors and Mechanical/Electrical interlocking where ever it is

required.Complete in all respet as required by the site -in- charge.de-interlock facility, off-

position and pad locking facility, etc. complete in all respects and as per standard

specifications and drawings. Panel shall be suitable for 50 KA short-circuit rating.

1 Nos. 800 Amp, EDO, 4P, ACB, 50kA, with O/C, S/C & E/F protection

1 Set R-Y-B Phase indicators with HRC fuse

1 Set Digital Multifunction Metre (V,I,Hz, Pf, KWh, KW etc)

4 Nos CT 800/5A

12 Nos 100 Amp MCCB, FP, 35 kA with rotory handle

2 Nos 80 Amp MCCB, FP, 35 kA with rotory handle

2 Nos 63 Amp MCCB, FP, 35 kA with rotory handle

2 Nos 160 Amp MCB, FP, 10 kA with curve-C

1 Set 1000 Amp TPN aluminium bus-bar duly coloured sleeved

METER BOARD PANEL TYPE - II

1 Nos. 100 Amp, FP, MCCB, 25kA, with rotory handle

1 Set R-Y-B Phase indicators with HRC fuse

1 Set Digital Multifunction Metre (V,I,Hz, Pf, KWh, KW etc)

10 Nos, 40 Amp MCB, DP, 10 kA, curve-C

20 Nos Space for 1ϕ KWh meters

1 Set 125 Amp TP+100%N aluminium bus-bar duly coloured sleeved

METER BOARD PANEL TYPE - III

1 Nos. 100 Amp, FP, MCCB, 25kA, with rotory handle

1 Set R-Y-B Phase indicators with HRC fuse

1 Set Digital Multifunction Metre (V,I,Hz, Pf, KWh, KW etc)

30 Nos, 40 Amp MCB, DP, 10 kA

20 Nos Space for 1ϕ KWh meters

1 Set 125 Amp T+100%PN aluminium bus-bar duly coloured sleeved

METER BOARD PANEL TYPE - IV

1 Nos. 100 Amp, FP, MCCB, 25kA, with rotory handle

1 Set R-Y-B Phase indicators with HRC fuse

1 Set Digital Multifunction Metre (V,I,Hz, Pf, KWh, KW etc)

7 Nos, 63 Amp MCB, FP, 10 kA

8 Nos Space for 3ϕ KWh meters

1 Set 125 Amp TP+100%N aluminium bus-bar duly coloured sleeved

METER BOARD PANEL TYPE - V

1 Nos. 100 Amp, FP, MCCB, 25kA, with rotory handle

1 Set R-Y-B Phase indicators with HRC fuse

1 Set Digital Multifunction Metre (V,I,Hz, Pf, KWh, KW etc)

5 Nos, 63 Amp MCB, FP, 10 kA, curve-C

5 Nos Space for 3ϕ KWh meters

1 Set 125 Amp TP+100%N aluminium bus-bar duly coloured sleeved

STREET LIGHT PANEL

1 Nos. 80 Amp, FP, MCCB, 25kA, with rotory handle With Astronomical Timer

1 Set R-Y-B Phase indicators with HRC fuse

MRIE-16F 1 Set Digital Multifunction Metre (V,I,Hz, Pf, KWh, KW etc) Nos 1 124723.00 124723

5 Nos, 40 Amp MCB, FP, 10 kA, curve-C

1 Set 100 Amp TP+100%N aluminium bus-bar duly coloured sleeved

LT PANEL FOR BARRACK

1 Nos. 250 Amp, FP, MCCB, 25kA, with rotory handle

1 Set R-Y-B Phase indicators with HRC fuse

1 Set Digital Multifunction Metre (V,I,Hz, Pf, KWh, KW etc)

MRIE-16G OUTGOINGS Nos 2 190754.00 381508

8 Nos, 40 Amp MCB, FP, 10 kA, curve-C

5 Nos. 63 Amp. MCB, FP, 10kA, Curve-C

1 Nos. space for 3ϕ KWh meters

1 Set 400 Amp TPN aluminium bus-bar duly coloured sleeved

MRIE-16H 1ϕ KWh Meter 40 Amp with LCD display Nos 86 1396.00 120056

MRIE-16I 3ϕ, 4 Wire, KWh Meter 40 Amp with LCD display Nos 9 2715.00 24435

Sub Total Amount 0 12641187

Sub Total Amount 0 12641187

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Ladder Cable Tray

Supply, laying, fixing Ladder and perforated type Cable Trays shall be manufactured as

per IS /IEC 61537 and it shall be of Pre Galvanized bolted type and factory fabricated out

of CRCA sheet with standard accessories like tees- Horizontal and Vertical, Circular

bends- Horizontal and Vertical, Coupler plates, Reducers, 4-way cross, Tray covers,

Fasteners. etc. for different loads and number and size of cables as given below. All

indoor type cable trays shall be galvanized according to BS EN /IEC 10346 with 275 GSM

and All outdoor type cable trays shall be Hot dip galvanized according to DIN EN ISO

1461 with 60 microns.

MRIE-17A 600mm x 100mm x 3mm Meter 155 1045.00 161975

Runners 20 x 150 x 20 x 2.5 mm

Rungs 20 x 30 x 20 x 2.5 mm 250 mm C/C

MRIE-17 B 300mm x 100mm x 3mm Meter 265 855.00 226575

Runners 20 x 150 x 20 x 2.5 mm

Rungs 20 x 30 x 20 x 2.5 mm 250 mm C/C

Providing & fixing 32mm x 32mm x 5mm GI angle suspenders & 40mm x 40mm x 5mm

MRIE-18 base supports for ladder cable trays of size 750mm & 600mm with all necessary fixing Kg 265 117.00 31005

Providing & fixing 25mm x 25mm x 5mm GI angle suspenders & 40mm x 40mm x 5mm

MRIE-19 base supports for ladder cable trays of size 450mm & below with all necessary fixing Kg 575 98.00 56350

Perforated Cable Tray

Supplying and installing following size of perforated pre-painted M.S cable trays with

perforation not more than 17.5%, inconvenient sections, joined with connectors,

suspended from the ceiling with M.S. suspenders including bolts&nuts, painting

suspenders etc as required.

4.1.2 150 mm width X 50 mm depth X 1.6mm thickness Meter 120 604.00 72480

4.1.4 300 mm width X 50 mm depth X 1.6mm thickness Meter 330 777.00 256410

Total Of Sub Head Cable Tray 328890 475905

TOTAL ELECTRICAL 19255316.08 17233762

TOTAL ELECTRICAL DSR & NON-DSR 36489078.08

1.0 SANITARY FIXTURES & FITTINGS

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100

mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern,

1.1 17.1 including flush pipe, with manually controlled device (handle lever) conforming to

IS : 7231, with all fittings and fixtures complete, including cutting and making

good the walls and floors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral

type foot rests

Providing and fixing white vitreous china pedestal type water closet (European

type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern,

1.2 17.2 including flush pipe, with manually controlled device (handle lever), conforming

to IS : 7231, with all fittings and fixtures complete, including cutting and making

good the walls and floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 19 6515.55 123795.45

Providing and fixing table/counter top wash basin Size: 420x420x155 mm , piller

type basin Tab, CP brass waste assembly,extension piece, wall flanges and

rubber adapters for waste connection complete including CI/MS brackets duly

painted, nuts, washers, cutting and making good the walls floors wherever

required & as per the direction of engineer in charge. MODEL (Jaguar CNS-

WHT-905 + COP-CHR-051BPM or its equivalent)

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

plug, 40 mm C.P. brass waste complete, including painting the fittings and

brackets, cutting and making good the walls wherever required:

17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm Each 92 3892.75 358133

Supply, Receiving, Storing & Fixing of CP brass wall mounted sink mixer

1.5 MRP-2 with C.P. wall flange, swinging spout complete as required with flow rate of 6.0 Each 92 2213 203596

LPM complying to Green Building requirements.

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long

with S.S. triangular plate to Eureopean type W.C. of quality and make as

approved by Engineer - in - charge.

Providing & fixing Hand Shower (Health Faucet) with 8mm Dia, 1 Meter Long

1.7 MRP-3 Flexible Tube & Wall Hook with N.R.V (Back Flow Preventer) of approved 19 1701 32319

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

Providing and fixing CP Brass 32mm size bottle trap of approved quality &

make and as per the direction of engineer in charge.

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

conforming to IS standards and weighing not less than 810 gms

18.50.1 15 mm nominal bore Each 130 820.7 106691

2 17.34 Providing and fixing toilet paper holder

Supply, Receiving, Storing & Fixing of C.P. brass twin coat hook with PVC

rawl plug & C.P. brass screw complete as required. Make :

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

1.10 18.53 approved quality conforming to IS:8931.

18.53.1 15mm nominal bore Each 678 574.3 389375.4

Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts,

1.11 18.74 collar and bush of approved quality and colour.

18.74.2 15 mm nominal bore with 45 cm length Each 678 121.9 82648.2

Providing and fixing Chromium Plated towel ring Rectangular shape with

1.12 MRP-5 concealed fittings arrangement of approved quality and colour, of approved brand Each 128 805 103040

& manufacture complete as per direction of Engineer in Charge.

Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with

C.P. brass brackets.

Providing and fixing Cp bras liquid soap container 109 mm wide, 125 mm high

and 112 mm distance from wall of standard shape with bracket of the same

materials with snap fittings of approved quality and colour, weighing not less than

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

1.15 17.80 (250 ml & 500 ml consumption), having water inlet from back side, including Each 14 7979.2 111708.8

fixing to wall with suitable brackets all as per manufacturers specification and

direction of Engineer-in-charge.

Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table

rubbed, edges rounded and polished, fixed in urinal partitions by cutting a chase

of appropriate width with chase cutter and embedding the stone in the chase with

epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

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

finished smooth.

8.10.2 Granite Stone of approved shade Sqm 14 4051.85 56725.9

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of

1.17 17.31 approved quality) complete with 6 mm thick hard board ground fixed to wooden Each 102 1607.95 164010.9

cleats with C.P. brass screws and washers complete.

Providing and fixing 2000x600( Or as per actual Dimension) mm beveled edge

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

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

complete. ,as per direction of Engineer in Charge

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

waste fittings complete.

17.28.2 Flexible pipe

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

conforming to IS standards and weighing not less than 690 gms.

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

18.51.1 15 mm nominal bore Each 198 798.95 158192.1

Providing and fixing low flow type two way bib tap as per approved make

complete in all respect as per engineer in the charge.

Providing and fixing of recessed type soap tray complete, including cutting and

making good the walls where required.

0 TOTAL CARRIED OVER TO SUMMARY 2572044.1 1427458

2 INTERNAL & EXTERNAL WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply, including all CPVC plain & brass

threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes

jointing of pipes & fittings with one step CPVC solvent cement and the cost of

cutting chases and making good the same including testing of joints complete as

per direction of Engineer in Charge.

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

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply, including all CPVC plain & brass

2.2 18.7 threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one step CPVC solvent cement and

testing of joints complete as per direction of Engineer in Charge.

Internal work - Exposed on wall

a) 18.7.1 15mm nominal bore Mtr. 11.5 286.8 3298.2

b) 18.7.2 20mm nominal bore Mtr. 11.5 335 3852.5

g) MRP-11 65mm nominal bore Mtr. 166.75 1156 192763

h) MRP-12 80mm nominal bore Mtr. 155.25 1507 233961.75

i) MRP-13 100mm nominal bore Mtr. 161 2045 329245

Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(screwed end) :

Providing and fixing ball valve (brass) of approved quality, High or low pressure,

with plastic floats complete :

18.18.1 15 mm nominal bore Each 49 406.86 19936.14

18.18.2 20 mm nominal bore Each 74 462.5 34225

18.18.3 25 mm nominal bore Each 126 464.05 58470.3

MRP-14 32 mm nominal bore Each 41 1609 65969

MRP-15 40 mm nominal bore Each 30 1821 54630

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating

2.5 with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers,

gaskets conforming to IS 13095 of following sizes as required

Providing and fixing motorized valve with sensor of approved quality, to

complete the work.

MRP-16 (a) 40 mm dia ( Flushing Riser) Each 6 35846 215076

MRP-16 (b) 50 mm dia ( Domestic Riser) Each 6 36406 218436

Providing and placing on terrace (at all floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and suitable locking arrangement and

making necessary holes for inlet, outlet and overflow pipes but without fittings

and the base support for tank.

0 TOTAL CARRIED OVER TO SUMMARY 5404811.126 433512

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

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

Providing and fixing soil, waste and vent pipes

Supplying, Installation, Testing and Commissioning of uPVC pipes type -B

conforming to IS 13592 (1992) for soil, waste and vent pipes including all fittings

rubber ring type (plain or with access door) e.g. bends, junctions, cowls, offsets,

access pieces, jointing with rubber ring joints with lubricant etc. fixed with

clamps to walls with cement concrete 1:2:4 blocks complete in all respects. (For

Soil & Waste Pipe)

Providing, laying, Jointing, Testing and commissioning of uPVC pressure pipes

of 6Kg/Sqcm pressure rating class 5 (IS : 4985-2000) including fittings, tees,

bends, clamps, coupling and adaptors supports, and jointing with solvent joint,

3.2 MRP-18 testing and necessary earth work in excavation, backfilling, disposal of surplus

earth with a lead upto 50m complete, compaction and consolidation Including

laying cement concrete 1:2:4 alround UPVC pipe including bed concrete and

thrust blocks at bends as per standard design (For Soil & Waste Pipe)

Supplying, Installation, Testing and Commissioning of uPVC, P or S trap of self

cleansing design with / without vent. arm Setting in cement concrete 1:2:4 mix

complete including cost of cutting & making good the Wall / Floors wherever

110 x110 mm outlet Each 208 730 151840

Providing and fixing floor drain with jali size 110X50 size inlet and outlet

3.4 MRP-20 including cutting and making good the walls and floors wherever required

complete in all respects.

110 x 50 mm outlet Each 230 594 136620

Providing and fixing 125 mm dia, 3 mm thick Stainless steel grating with

3.5 MRP-21 frame for floor traps or drains of required pattern including cutting and making

good the floors complete.

Providing and fixing cast brass Cleanout plug with suitable insert keys for

3.6 MRP-22 opening in brass cap, male threaded joint/reducer with G.I. socket caulked to

Pipe/fittings of CI pipe including cost of lead joints etc. complete in all respect.

TOTAL CARRIED OVER TO SUMMARY 2238276.9

4 EXTERNAL SEWERAGE AND STORM WATER DRAINAGE

Excavating trenches of required width for pipes, cables, etc including excavation

for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m,

including getting out the excavated soil, and then returning the soil as required, in

4.1 2.10.1 layers not exceeding 20 cm in depth, including consolidating each deposited layer

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

within a lead of 50 m :

All kinds of soil

0 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Metre 3011 352.15 1060323.65

0 2.10.1.3 Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia Metre 330 549.75 181417.5

Providing and laying non-pressure NP2 class (light duty) R.C.C.

4.2 19.6 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 :

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

4.4 19.2 graded stone aggregate 40 mm nominal size) all-round DWC pipes including bed

concrete as per standard design :

MRP-23 300 mm dia. RCC Pipe Metre 529.5 1795 950452.5

MRP-24 450 mm dia. RCC Pipe Metre 330 2099 692670

Providing and laying non-pressure NP2 class (light duty) R.C.C.

4.2 19.6 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 in cement mortar 1:4 ( 1cement : 4 coarse

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

: 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1

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

inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand)

finished with floating coat of neat cement andmaking channels in cement concrete

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

finished with a floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)

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

than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With

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

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium

duty) 500 mm internal diameter, total weight of cover and frame to be not less

than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.7.2.1 With

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

4.5.3 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 15.5 8825.4 136793.7

19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 7.5 10585.5 79391.25

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside

cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and

making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished with a floating coat of neat

cement, all complete as per standard design:

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

centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement

plaster at the external surface shall be paid for separately):

4.6.1 19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 20 12,725.00 254500

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91

4.7.1 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 5 7,591.80 37959

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 coarse sand) finished

with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm nominal size) and making necessary

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

aggregate 20 mm nominal size) finished with a floating coat of neat cement, all

complete as per standard design :

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

1.68 m deep with SFRC Cover and frame (heavy duty HD 20 grade designation)

560 mm internal diameter conform ing to I.S. 12592, total weight of cover and

19.11.1 frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce ment : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering,

shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaste

4.8.1 19.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 10 24,702.75 247027.5

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68

4.9.1 19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 2.5 9,861.45 24653.625

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.

grating brick masonry chamber with water tight C.I. cover with frame of 300

x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to

be not less than 2.70 kg as per standard design :

19.4.2 150 x 100mm size P-type

19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 32 2734.2 87494.4

Constructing brick masonry road gully chamber 50x45x60cm with bricks in

4.12 19.29 cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC

horizontal grating with frame complete as per standard design.

4.12.1 19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 32 11520.55 368657.6

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786

having minimum cross section as 23 mmx25mm and over all minimum length

263 mm and width as 165mm with minimum 112 mm space between protruded

legs having 2 mm tread on top surface by ribbing or chequering besides necessary

4.13 19.16 and adequate anchoring projections on tail length on 138 mm as per standard Each 164 553.7 90806.8

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.

0 TOTAL CARRIED TO SUMMARY 12441428.43

5 EXTERNAL WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply including all CPVC plain & brass

5.1 18.9 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.

18.9.3 25 mm nominal dia Pipe Metre 46 355.40 16348.4

18.9.6 50 mm nominal dia Pipe Metre 46 794.25 36535.5

18.9.8 80 mm nominal dia Pipe Metre 115 2166.35 249130.25

18.9.9 100 mm nominal dia Pipe Metre 115 3271.70 376245.5

Providing and fixing in position garden hydrant hose outlet consisting of 25mm

ball valve full bore type with lever and female screwed ends, tested to 20 Kg/cm 2

of approved quality, including G.I. elbow, G.I. threaded hose receiver etc.

Providing and fixing enclosed type water meter (bulk type) conforming to IS :

5.3 18.60 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions

etc. (The tail pieces if required will be paid separately) :

18.60..1 80 mm dia nominal bore Each 2 3627.65 7255.3

18.60.2 100 mm dia nominal bore Each 2 5468.35 10936.7

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 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 :

With common burnt clay F.P.S.(non modular) bricks of

class designation 7.5

Digitally signed by ANKIT

Sl. No. DSR-2023 DESCRIPTION UNIT Total QTY. RATE DSR Amount NDSR Amount

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box

100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with

chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

5.5 18.33 aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete

1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)

and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm

thick, finished with a floating coat of neat cement

complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of

class designation 7.5

TOTAL CARRIED TO SUMMARY 884779.65 59840

TOTAL PLUMBING 21303063.3 4159086.9

TOTAL PLUMBING DSR & NON-DSR ₹ 2,54,62,150.20

TOTAL OF BOQ ₹ 29,47,85,502.00

(i) after Considering additional GST on Horticulture (DSR -2020) and

Electrical Items (DSR-2022) @ 6.33 % AND ₹ 28,88,92,026.00

(ii) Multiplication factor for modified Analysis of Rate @ 0.973 on all

Digitally signed by ANKIT