Construction of Two-storeyed switchyard control Room Building at BTPS DVC, Jharkhand

ABSTRACT OF COST - CIVIL WORKS

DSR-2023 DESCRIPTION DSR-2023 AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 9,34,719.31 -

B 4.0 CONCRETE WORKS 10,04,196.22 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 2,92,66,304.63 -

E 8.0 MARBLE & GRANITE WORK 4,77,925.35 -

K 21.0 ALUMINIUM WORK 2,39,484.12 -

L 22.0 WATER PROOFING 14,71,259.04 -

M 25.0 STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL 14,03,235.02 -

N 26.0 NEW TECHNOLOGIES AND MATERIALS 21,60,422.77 16,22,320.76

GRAND TOTAL 5,95,61,061.59

GRAND TOTAL 5,95,61,061.59

CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

SWITCHYARD CONTROL BUILDING (G+1), BOQ - CIVIL WORKS

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

1 2.6 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.

i 2.6.1 All kinds of soils Cum 1141.20 189.98 2,16,802.32

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

banking excavated or stacked materials.

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

3 2.25 sides of foundations etc. in layers not exceeding 20cm in depth, Cum 1115.95 209.78 2,34,101.99

consolidating each deposited layer by ramming and watering, lead

up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

Surface dressing of the ground including removing vegetation and

5 2.28 inequalities not exceeding 15 cm deep and disposal of rubbish, lead -

up to 50 m and lift up to 1.5 m.

i 2.28.1 All kinds of soil Sqm 880.47 36.55 32,181.85

Clearing jungle including uprooting of rank vegetation, grass, brush

6 2.31 wood, trees and saplings of girth up to 30 cm measured at a height sqm 880.47 18.84 16,585.67

of 1 m above ground level and removal of rubbish up to a distance of

50 m outside the periphery of the area cleared.

Providing and injecting chemical for pre constructional anti - termite

treatment and creating and chemical barrier under and around the

column pits wall trenches basement excavation top surface if plinth

filling junction of wall and floor, along the external permeter of

7 Derived Item binding expansion joints surrounding of pipes and condult -

etc.complete (plinth area of the building at ground floor only shall be

measured as per I.S 6313 (part 2 1981). Aldrine emulsifiable

concentrate or any other approved material such as Hepthachlor of

CHlordane will be used. The rate of application of chemical emultion

i i shall be as follows

(1) Treatment :=

for masonry and foundation 5 liters per Sqm -

(2) Back fill in immediate contact with foundation 7.5 liters per Sqm

iii iii (3) Treatment of top surface of plinth filling 5 liters per Sqm. -

(4) Treatment of soil along external per meter of building 7.50 liters

iv iv per Sqm.

(5) Treatment of soil under apron along external per meter 5 liter per

TOTAL (Carried Over to Summary of Civil Works) 9,34,719.31 -

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

1 4.1 excluding the cost of centering and shuttering - All work up to plinth

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

a 4.1.6 sources : 6 graded stone aggregate 40 mm nominal size derived from Cum 1.00 7,683.42 7,683.42

natural sources)

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

b 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from Cum 100.49 7,290.88 7,32,678.52

natural sources)

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

walls (any thickness) including attached pilasters, columns, piers,

2 4.2 abutments, pillars, posts, struts, buttresses, string or lacing courses, -

parapets, coping, bed blocks, anchor blocks, plain window sills,

fillets, sunken floor etc., up to floor five level, excluding the cost of

centering, shuttering and finishing:

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural

i 4.2.2 sources : 3 graded stone aggregate 20 mm nominal size derived from Cum 4.25 11,085.69 47,096.28

natural sources).

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural

ii 4.2.5 sources : 6 graded stone aggregate 20 mm nominal size derived from Cum 0.84 9,965.99 8,354.99

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

i 4.3.1 Foundations, footings, bases for columns. Sqm 115.00 419.72 48,267.59

Providing and laying damp-proof course 50mm thick with cement

3 4.11 concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from Sqm 87.00 530.60 46,162.31

natural sources : 4 graded stone aggregate 20mm nominal size

derived from natural sources).

Extra for providing and mixing water proofing material in cement

4 4.12 concrete work in doses by weight of cement as per manufacturer's 28.00 19.43 543.93

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

Providing & applying a coat of residual petroleum bitumen of grade

5 4.13 of VG-10 of approved quality using 1.7kg per square metre on damp Sqm 87.00 156.42 13,608.92

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) : 6 graded stone aggregate 20 mm

6 4.17 nominal size) over 75mm thick bed of dry brick ballast 40 mm Sqm 124.44 801.98 99,800.27

nominal size, well rammed and consolidated and grouted with fine

sand, including necessary excavation, levelling & dressing & finishing

the top smooth.

TOTAL (Carried Over to Summary of Civil Works) - 10,04,196.22 -

C 5.0 REINFORCED CEMENT CONCRETE WORK -

Centering and shuttering including strutting, propping etc. and

removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 234.62 419.72 98,473.85

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

and string courses etc.

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 1532.65 992.44 15,21,060.76

d 5.9.4 Shelves (Cast in situ) Sqm 9.32 992.44 9,253.47

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 1508.38 788.17 11,88,855.24

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 774.04 1,028.88 7,96,396.58

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 81.20 818.73 66,480.55

h 5.9.8 Spiral staircases (including landing) Sqm 37.60 854.47 32,128.22

i 5.9.9 Arches, domes, vaults up to 6 m span Sqm 5.00 2,305.80 11,529.00

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

j 5.9.15 window sills, string courses, bands, copings, bed plates, anchor Sqm 11.04 419.72 4,633.31

blocks and the like.

k 5.9.16 Edges of slabs and breaks in floors and walls -

l 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 10.00 1,017.96 10,179.62

Extra for additional height in centering, shuttering where ever

required with adequate bracing, propping etc., including cost of de-

2 5.11 shuttering and decentering at all levels, over a height of 3.5 m, for -

every additional height of 1 metre or part thereof (Plan area to be

Suspended floors, roofs, landing, beams and balconies

(Plan area to be measured)

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

3 5.22 bending, placing in position and binding all complete upto plinth -

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 43591.44 115.43 50,31,840.95

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

4 5.22A bending, placing in position and binding all complete above plinth -

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 83738.77 115.43 96,66,122.05

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

5 5.33.1 concrete to site of laying, curing, carriage for all leads; but excluding -

the cost of centering, shuttering, finishing and reinforcement as per

direction of the engineer-in-charge; for the following grades of

concrete. Note: Extra cement up to 10% of the minimum specified

cement content in design mix shall be payable separately. In case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

a) 5.33.1 All works upto plinth level. -

Concrete of M25 grade with minimum cement content of 330 kg

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

Concrete of M25 grade with minimum cement content of 330 kg

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

above the specified cement content therein.

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

Providing and fixing of expansion joint system related with floor

location as per drawings and direction of Engineer-In-Charge. The

joints system will be of extruded aluminum base members, self

aligning / self centering arrangement and support plates etc. as per

ASTM B221-02. The system shall be such that it provides floor to

floor /floor to wall expansion control system for various vertical

localtion in load application areas that accommodates multi

directional seismic movement without stress to it's components.

System shall consist of metal profiles with a universal aluminum base

member designed to accommodate various project

7 5.44 conditions and finish floor treatments. The cover plate shall be -

designed of width and thickness required to satisfy projects

movement and loading requirements and secured to base members

by utilizing manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions. The Self -

centering arrangement shall exhibit circular sphere ends that lock

and slide inside the corresponding aluminum extrusion cavity to

allow freedom of movement and flexure in all directions including

vertical displacement. Provision of Moisture Barrier Membrane in the

Joint System to have watertight joint is mandatory requirement all as

per the manufactures design and as approved by Engineer -in-

Charge. (Material shall confirm to ASTM 6063). 3,46,886.68

5.44.1 Floor Joint of 100 mm gap metre 50.70 6,841.95

Providing and fixing of expansion joint system related with wall joint

(internal/external) location as per drawings and direction of Engineer-

In- Charge. The joints shall be of extruded aluminum base members,

self aligning / centering arrangement and support plates as per ASTM

B221-02. The material shall be such that it provides an Expansion

Joints System suitable for vertical wall to wall/ wall to corner

application, both new and existing construction in office Buildings &

complexes with no slipping down tendency amongst the

components of the Joint System. The Joint System shall utilize light

weight aluminum profiles exhibiting minimal exposed aluminum

surfaces mechanically snap locking the multicellular to facilitate

movement. (Material shall confirm to ASTM 6063).

5.45.1 Wall Joint of 100 mm gap metre 22.10 5,678.64 1,25,497.88

Providing and fixing of expansion joint system of approved make and

manufactures for various roof locations as per approved drawings

and direction of Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self centering

arragement support plates asper ASTM B221-02. The system shall be

such that it provides watertight roof to roof/roof to corner joint

cover expansion control system that is capable of accommodating

multidirectional seismic movement without stress to its components.

System shall consist of metal profile that incorporates a universal

aluminum base member designed to accommodate various project

conditions and roof treatments. The cover plate shall be designed of

9 5.46 width and thickness required to satisfy movement and loading -

requirements and secured to base members by utilizing

manufacturer’s pre-engineered self-centering arrangement that

freely rotates / moves in all directions. The Self centering

arrangement shall exhibit circular sphere ends that lock and slide

inside the corresponding aluminum extrusion cavity to allow

freedom of movement and flexure in all directions including vertical

displacement. The Joint System shall resists damage or deterioration

from the impact of falling ice, exposure to UV, airborne contaminants

and occasional foot traffic from maintenance personnel. Provision of

Moisture Barrier Membrane in the Joint System to have water tight

joint is mandatory requirement.

5.46.1 (Material

Roof Jointshall confirm

TOTAL (Carried Over to Summary of Civil Works) - 2,92,66,304.63 -

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 14.42 7,633.65 1,10,101.85

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

2 6.34 class designation 10 average compressive strength in super structure

above plinth level up to floor V level in : -

i 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum 516.97 9,367.85 48,42,900.67

Half brick masonry with non modular fly ash bricks of class

3 6.45 designation 10, conformingio IS :12894, in super structure above -

plinth and upto floor V level.

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

i 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 303.67 1,183.54 3,59,402.30

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

at every third course of half brick masonry.

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

5 6.44 common burnt clay F.P.S. (non modular) bricks of class designation rmt 138.27 63.63 8,798.03

7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine

TOTAL (Carried Over to Summary of Civil Works) - 53,55,264.49 -

E 8.0 MARBLE & GRANITE WORK -

Providing and fixing 18mm thick gang saw cut ( premoulded and

prepolished) machine cut for kitchen platforms, vanity counters,

window sills , facias and similar locations of required size of approved

1 8.2 shade, colour and texture laid over 20mm thick base cement mortar -

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

mixed with matching pigment, epoxy touch ups, including rubbing,

curing, moulding and polishing to edge to give high gloss finish etc.

complete at all levels.

a) 8.2.2 Granite of any colour and shade -

ii 8.2.2.2 Area of slab over 0.50 sqm Sqm 9.32 5,497.38 51,257.59

Extra for fixing marble / granite stone over and above corresponding

2 8.4 basic item, in facia and drops of width upto 150mm with epoxy resin metre 15.54 608.52 9,456.39

baesd adhesive including cleaning etc. complete.

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

kitchen sink in kitchen platform, vanity counters and similar location

3 8.5 in marble/Granite/Stone work including necessary holes for pillar each 8 1,047.50 8,380.02

taps etc. including rubbing and polishing of cut edge etc. complete.

Providing and fixing stone slab with table rubbed, edges rounded

and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal

partitions by cutting a chase of appropriate width with chase cutter

4 8.10.2 and embedding the stone in the chase with epoxy grout or with Sqm. 1.80 4,336.70 7,806.05

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. Granite Stone of approved shade

Providing and fixing machine cut, mirror / eggshell polished , Granite

stone work for wall lining (veneer work) including dado, skirting,

risers of steps etc., in required design and pattern wherever

required, stones of different finished surface texture, on 12 mm

DSR-2021 (average) thick cement mortar 1:3 (1 cement : 3 oarse sand) laid and

(Refer ,8.11) jointed with white cement slurry @ 3.3 kg/Sq.Mt. including pointing

with white cement slurry admixed with pigment of matching shade,

including rubbing, curing, polishing etc. all complete as per

Architectural drawings, and as directed by the Engineer-in-Charge. a.

18 mm thick Granite stone slab any colour etc.

Providing and fixing Ist quality ceramic glazed wall tiles conforming

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

approved make, in all colours, shades except burgundy, bottle green,

6 8.31 black of any size as approved by Engineer-in-Charge, in skirting, risers Sqm 170.16 1,357.09 2,30,925.98

of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1

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

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

matching shade complete.

TOTAL (Carried Over to Summary of Civil Works) - 4,77,925.35 -

F 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

1 9.21 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:

35 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws

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

2 9.23 minimum depth on all edges of flush door shutters (over all area of Sqm 74.88 494.85 37,054.61

door shutter to be measured).

Providing and fixing wooden moulded beading to door and window

3 9.40.1.1 frames with iron screws, plugs and priming coat on unexposed metre 127.20 236.64 30,101.03

surface etc. complete :2nd class teak wood.50x12 mm.

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

4 9.48.2 windows etc. with M.S. flats, square or round bars etc. including Kg 1396.80 255.11 3,56,332.07

priming coat with approved steel primer all complete.Fixed to

openings /wooden frames with rawl plugs screws etc.

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

Providing and fixing aluminium tower bolts, ISI marked, anodised

5 9.97 (anodic coating not less than grade AC 10 as per IS : 1868 ) -

transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium pull bolt lock, ISI marked, anodised

6 9.98 (anodic coating not less than grade AC 10 as per IS : 1868) Each 4.00 107.89 431.54

transparent or dyed of required colour and shade, with necessary

screws bolts, nut and washers etc. complete.

Providing and fixing aluminium handles, ISI marked, anodised (anodic

7 9.100 coating not less than grade AC 10 as per IS : 1868) transparent or -

dyed to required colour or shade, with necessary screws etc.

Providing & Fixing decorative high pressure laminated sheet of plain

/ wood grain in gloss / matt / suede finish with high density

8 9.127 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 PVC Door Frame of size 50x47 mm with a wall

thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC

profile, with mitred cut joints and joint with 2 nos of PVC bracket of

size 190 mm x 100 mm long arms of cross section size 35 x 15 mm &

self driven self taping screws, the vertical door profiles to be

9 9.141 reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , metre 46.80 613.76 28,724.13

including providing EPDM rubber gasket weather seal throughout

the frame, including jointing 5 mm PVC frame strip with PVC solvent

cement on the back of the profile.

The door frame to be fixed to the wall using 8 x100 mm long anchor

fasteners complete, all as per manufacturer's specification and

35 of Engineer

mm thick -in- charge.

factory made Solid panel PVC Door shutter, made out of

single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick,

having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,

out of which 75 mm shall be flat and 20 mm shall be tapered (on

both side), having one side thickness of 15 mm integrally extruded

on the hinge side of the profile for better screw holding power,

including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm,

joints of styles & rails to be mitered cut & joint with the help of PVC

solvent cement, self driven self tapping screws & M.S. rectangular

10 9.142.2 pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x Sqm 20.16 5,044.38 1,01,694.65

17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid

PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat

and 20 mm to be tapered at both ends, having 15 mm solid core in

middle of rail section integrally extruded, fixing the styles & rails with

the help of solvent and self driven self tapping screws of 125 mm x

11 mm, including providing 5 mm Single piece solid PVC extruded

sheet inserted in the door as panel, all complete as per

manufacturer's specification and direction of Engineer-in-charge.

Decorative finish (wood grained finish).

Providing and fixing factory made uPVC glazed/wire mesh windows/

doors comprising of lead free uPVC multi-chambered frame, sash and

mullion/coupler (wherever 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 garde fastteners of minimum 8 mm dia

11 9.147A with countersunk head, comprising of matching polymade 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 sealent 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.

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

Wire mesh / Glazing of plain / toughned/ laminated/ double glass

unit with / without high performance coatings as per design

requirments and conforming to IS: 3548 & IS: 16231 shall be paid

Note:- Structural design proof checked from a Government

Engineering Institute, to be provided by the manufaturer 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 & one wire

9.147.A4 mesh panels with Aluminium channel for roller track, wool pile, nylon -

rollers with SS 304 body.

Using R3 series with frame (98 mm & abobe) x (40 mm & above) &

both glazed and fly screen sash (30 mm & above) x (55 mm & above)

i 9.147.A4.2 with zinc alloy (zamak) powder coated handle on every glazed panel Sqm 87.30 11,638.66 10,16,054.69

along with multi-point locking system. (Height upto 1.8m).

Providing and fixing non load bearing fixed frame for fire resistant

glazed partition for 120 minutes Fire Rating, made out to a profile of

dimension 60mm x 70 mm of 1.6 mm thick galvanised steel sheet as

per test evidence suitable for fixing fire rated glass for 120 minutes

of both integrity & radiation control (EW120) & minimum 20 minutes

of insulation (EI20).The profile has to be fixed to the supporting

construction by means of anchor fasteners of size M10 x 80, every

12 9.163 150 mm from the edges and every 500 mm (approx) c/c. Linear metre 19.80 2,357.76 46,683.72

measurement of frame shall be measured for payment. The frame

shall be filled with mineral wool insulation of density minimum 96kg/

cum. and finished with a approved fire resistant primer or Powder

coating of not less than 30 micron in desired shade as per NBC 2016,

IS 16231 (Part 3):2016 and directions of Engineer - in- Charge.

Providing and fixing glazing in fire resistant door shutters, fixed

panels & partitions etc., with G.I. beading made out of 1.6 mm thick

G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm

screwed with M4 x 38 mm SS screws at distance 75 mm from the

edges and 150 mm c/c , including applying a coat of approved fire

resistant primer/ powder coating of not less than 30 micron on G.I.

beading, & special ceramic tape of 5 x 20 mm size etc complete in all

respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction

13 9.164 of Engineer-in-charge with glass of required thickness having 120 Sqm 12.96 46,748.19 6,05,856.53

minutes of fire resistance both integrity & radiation control (EW120)

and minimum 20 minutes of insulation (EI20). The manufacturer

have to give test report/certification of fire glass and the glass should

have the stamp showing the value of E, EW & EI. The glass shall be

tested in approved NABL accredited lab or by any other accreditation

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

labs as per ISO/IEC 17025 for testing and calibration scopes shall be

eligible. The maximum glazing size shall not be more than 1100x2200

mm (w x h) or 2.42 sqm.

Providing and fixing approved brand and manufacture of Rack and

pinion door closer TS 68 EN size 2/3/4, with std. arm and with two

independent closing valves and latching speed adjustable by arm.

14 MR-1 Silver finish. As per EN 1154. Each 31 - 2,921.00 90,551.00

with necessary accessories and screws etc. complete in all respects

as per manufacture ofrs' specificatios & as directed by Engineer-in-

Providing and fixing approved brand and manufacture of 4012 wall

mounted door stop dome with 60mm length with fixing accessories

15 MR-2 with necessary accessories and screws etc. complete in all respects Each 37 - 701.00 25,937.00

as per manufacture ofrs' specificatios & as directed by Engineer-in-

Providing and fixing approved brand and manufacture of Pure 8100

Type 3 Package with Pair of Pure 8100 Design Lever Handle on Roses

& escutcheons. Including 271a Sash lock with 72mm CTC, 55mm

16 MR-3 Backset 20mm Square forend. EPC 60mm length oneside thumb turn Set 27 - 6,648.00 1,79,496.00

otherside coin release operation with necessary accessories and

screws etc. complete in all respects as per manufacture ofrs'

specificatios & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Tower bolt 300 mm long with 10 mm dia ( TR 1210SS) along

17 MR-4 with necessary accessories and screws etc. complete in all respects Each 74 - 868.00 64,232.00

as per manufacture ofrs' specificatios & as directed by Engineer-in-

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

Providing and fixing approved brand and manufacture of Stainless

Steel Tower bolt 150 mm long with 10 mm dia ( TS 610SS) along with

18 MR-5 necessary accessories and screws etc. complete in all respects as per Each 10.0 - 567.00 5,670.00

manufacture ofrs' specificatios & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Door Buffer wall mounted 22 mm dia,75 mm long (DB (22)

19 MR-6 along with necessary accessories and screws etc. complete in all Each 37.00 - 523.00 19,351.00

respects as per manufacture ofrs' specificatios & as directed by

Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

20 MR-7 Steel Handle 125 mm long with necessary accessories and screws Each 74.00 - 700.00 51,800.00

etc. complete in all respects as per manufacture ofrs' specificatios &

as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Sliding Tower Bolt 300x16 mm long with necessary accessories

21 MR-8 and screws etc. complete in all respects as per manufacture ofrs' Each 98.00 - 1,009.00 98,882.00

specificatios & as directed by Engineer-in-charge.

Providing and fixing fly proof stainless steel grade 304 wire gauge, to

Derived Item windows, Doors and clerestory windows using wire gauge with

22 average width of aperture 1.4 mm in both directions with wire of dia. Sqm 87.30 2,312.06 2,01,843.02

0.50 mm all complete. With aluminium Snap beading.

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

23 9.153 uPVC / aluminium sliding window/ door with necessary screws etc. Each 82.00 212.24 17,403.72

TOTAL (Carried Over to Summary of Civil Works) - 27,87,906.66 5,35,919.00

G 10.0 STEEL WORK -

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

1 10.14 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

10.14.1 directed

Profile B by Engineer-in-charge: -

10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb metre 127.20 624.31 79,411.72

Steel work welded in built up sections/ framed work including

2 10.25 cutting, hoisting, fixing in position and applying a priming coat of -

approved steel primer using structural steel etc. as required

In stringers, treads, landings etc. of stair cases including use of

chequered plate wherever required, all complete.

In gratings, frames, guard bar, ladder, railings, brackets, gates and

Providing and fixing M.S. Fan clamp of 16 mm dia M.S. bar, bent to

3 10.27 shape with hooked ends in R.C.C. slabs or beams during laying, Each 1.00 241.89 241.89

including painting the exposed portion of loop, all as per standard

design complete.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box

for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of

1.5 mm thick M.S. sheet with its top surface hacked for proper

4 10.18 bonding, top lid shall be screwed into the cast iron/ M.S. sheet box Each 20.00 236.16 4,723.23

by means of 3.3 mm dia round headed screws, one lock at the

corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as

per standard drawing.

Providing and fixing carbon steel galvanised ( minimum coating 5

micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield

5 10.27 strength 480 N/mm2), counter sunk head, comprising of 10 m 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 & stainless

steel dash fasteners , stainless steel bolts etc., of required size, on

the top of the floor or the side of waist slab with suitable

arrangement as per approval of Engineer-in-charge, (for payment

purpose only weight of stainless steel members shall be considered

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

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

TOTAL (Carried Over to Summary of Civil Works) - 17,14,187.49 -

H 11.0 FLOORING WORK -

62 mm thick cement concrete flooring with concrete hardener

topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement :

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

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

1 11.5 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) Sqm 135.58 1,130.40 1,53,253.62

by volume, hardening

compound mixed @ 2 litre per 50 kg of cement or as per

manufacture’s specifications. This includes cost of cement slurry, but

excluding the cost

Cement plaster of nosing

skirting up toof30steps etc. complete.

cm height, with cement mortar 1:3

2 11.6 (1 cement : 3 coarse sand), finished with a floating coat of neat -

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

3 11.21 approved make and colour using acid and/or alkali resisting mortar -

bedding, and joints filled with acid and/or alkali resisting cement as

per IS : 4457, complete as per the direction of Engineer-in- Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof

cement : 4 coarse sand) -

i 11.21.1.1 Acid and alkali resistant tile Sqm 135.58 1,860.34 2,52,215.86

In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof

cement : 4 coarse sand)

i 11.21.2.1 Acid and alkali resistant tile Sqm 4.89 2,017.41 9,865.13

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

4 11.26 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 25 mm thick in risers of steps, skirting, dado and

pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3

5 11.27 coarse sand) and jointed with grey cement slurry mixed with pigment sqm 5.00 2,520.24 12,601.18

to match the shade of the slabs, including rubbing and polishing

6 11.24 Extra for pre finished nosing to treads of steps of marble stone. rmt 187.75 770.51 1,44,660.75

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

single length up to 2.00 metre.

Providing and laying rectified Glazed Ceramic floor tiles of size

300x300 mm or more (thickness to be specified by the

manufacturer), of 1st quality conforming to IS : 15622, of approved

8 11.40 make, in all colours, shades, except White, Ivory, Grey, Fume Red sqm 36.31 1,540.59 55,932.65

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 pigments etc.,

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 &

9 11.46 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 Vitrified tiles in floor in different sizes (thickness

to be specified by the manufacturer) with water absorption less than

0.08% and conforming to IS:15622, of approved brand &

manufacturer, in all colours and shade, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry

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

matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required thickness, leveling system and

rubber mallet for placing the tiles gently and easily.

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

Providing and laying flamed finish Granite stone flooring in required

design and patterns, in linear as well as curvilinear portions of the

building all complete as per the architectural drawings with 18 mm

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

10 11.55.1 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry Sqm 201.78 3,410.73 6,88,204.15

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

:Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown,

Cat Eye or equivalent.

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

Providing and laying Polished Granite stone flooring in required

design and patterns, in linear as well as curvilinear portions of the

building all complete as per the architectural drawings with 18 mm

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

11 11.56.1 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry Sqm 11.65 4,796.34 55,900.81

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 colour of Black, Cherry/Ruby Red or

Providing and fixing removable raised/false access flooring with

system and its components of approved make for different plenum

height with possible height adjustment upto 50 mm, comprising of

12 11.54 modular load bearing floor panels supported on G.I. rectangular -

stinger frame work and G.I. Pedestal etc. all complete, as per the

architectural drawings, as specified and as directed by Engineer-in-

charge consisting of:

(a) Providing at required spacing to form modular framework,

pedestals made out of GI tube of thickness minimum 2 mm and 25

mm outer diameter, fully welded on to the G.I. Base plate of size

100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I.

pedestal head of size 75mmx75mmx3.5 mm welded with GI fully

threaded stud 16mm outer diameter with two GI Check nuts

screwed on the stud for level adjustment upto 50mm, locking and

stabilizing the pedestal head in position at the required level. The

pedestals shall be fixed to the subfloor (base) through base plate

using epoxy based adhesive of approved make or the machine

(b) with rawl plug. in all steel construction hot dipped galvanized

of rectangular size 570x20x30x0.80mm thick having holes at both

ends for securing the stringers on to the pedestal head using fully

threaded screws ensuring maximum lateral stability in all directions,

the grid formed by the pedestal and stringer assembly shall receive

the floor panel, this system shall provide adequate solid, rigid

support for access floor panel, the system shall provide a minimum

clear uninterrupted clearance between the bottom of the floor for

electrical conduits and

wiring etc. all complete as per the architectural drawings, as specified

and as directedand

(c) Providing by the Engineer-in-charge.

fixing Access Floor panel of 600x600x32 mm

medium grade Filled Steel anti static high pressure Lamination of

800H grade (FS800H). Access Floor panel shall be steel welded

construction with an enclosed bottom pan with uniform pattern of

64 hemispherical cones. The top and bottom plates of Steel Gauges:

top 0.6 mm and bottom 0.7 mm fused spot welded together

(minimum 64 welds in each dome and 20 welds along each flange).

The panel should be Corroresist epoxy coated for lifetime rust

protection and cavity formed by the top and bottom plate is filled

with Pyrogrip noncombustible Portland cementitious

core mixed with lightweight foaming compound. The access floor -

shall be factory finished with Anti-static High Pressure laminate with

Non Warp technology upto 1mm thickness for superior adhesion and

Surface flatness within 0.75mm.The panel is to withstand a

Concentrated Load of 363 kgs applied on area 25mm x 25mm

without collapse in the centre of the panel which is placed on four

steel blocks. The panel will withstand and Uniformly Distributed Load

(UDL) minimum 1250 kg/sqm and an

impact load of 50kg all complete as per the approved manufacturers

specification and as per the direction of Engineer-in-charge. All

specification must be printed on the side of the panel to ensure the

11.54.1 300 mm Finished Floor Height (FFH) Sqm 336.89 6,019.31 20,27,816.49

TOTAL (Carried Over to Summary of Civil Works) - 45,83,192.85 -

I 12.0 ROOFING -

Providing and laying gola 75x75mm in cement concrete M15 grade

1 12.21 including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as rmt. 808.85 326.60 2,64,172.06

per standard design in 75x75 mm deep chase.

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

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

2 12.22 aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 each 6.00 319.22 1,915.30

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

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

finishing the outlet complete.

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

Providing and fixing on wall face unplasticised Rigid PVC RAIN WATER

3 12.41 PIPES conforming to IS : 13592 Type A including jointing with seal -

ring conforming to IS : 5382 leaving 10 mm gap for thermal

expansion.(i) Single socketed pipes.

Providing and fixing on wall face unplasticised - PVC moulded

4 12.42 fittings/ accessories for unplasticised Rigid PVC rain water pipes -

conforming to IS : 13592 Type A including jointing with seal ring

conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

a) 12.42.1 Coupler -

c) 12.42.6 Shoe (Plain) -

TOTAL (Carried Over to Summary of Civil Works) - 2,86,237.70 -

J 13.0 FINISHING WORK -

1 13.4 12 mm cement plaster of mix : -

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

2 13.11 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm Sqm 2647.24 555.00 14,69,227.19

thick cement plaster 1:6 (1 cement : 6 fine sand).

Add or deduct for plaster drip course/ groove in or moulding to

R.C.C. projections.plastered surface

4 13.16 6 mm cement plaster of mix : -

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

5 13.21 plaster work in proportion recommended by the manufacturers. 50KG Cement 1038.80 23.65 24,571.47

Distempering with 1st quality acrylic distemper (ready mixed) having

6 13.41.1 VOC content less than 50 gms/litre, of approved manufacturer, of Sqm 4271.69 198.70 8,48,790.12

required shade and colour complete, as per manufacturer's

specification. Two or more coats on new work.

Applying priming coats with primer of approved brand and

7 13.85.3 manufacture, having low VOC (Volatile Organic Compound ) content. Sqm 4271.69 79.15 3,38,098.73

With water thinnable cement primer on wall surface having VOC

content less than 50 grams/litre

8 13.45 Finishing walls with textured exterior paint of required shade : -

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

i 13.45.1 including priming coat of exterior primer applied @ 2.20kg/10 sqm Sqm 1245.02 239.32 2,97,957.66

Finishing walls with Deluxe Multi surface paint system for interiors

and exteriors using Primer as per manufacturers specifications :

Painting wood work with Deluxe Multi Surface Paint of required

i 13.48.2 shade. Two or more coat applied @0.90 ltr/10 sqm over an under Sqm 37.49 188.64 7,071.18

coat of primer applied @0.75 ltr/ 10 sqm of approved brand or

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

10 13.26 plastered surface to prepare the surface even and smooth complete. Sqm 1624.45 281.17 4,56,744.24

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

i 13.61.1 Two or more coats on new work Sqm 169.68 166.86 28,312.77

Providing and applying white cement based putty of average

12 13.80 thickness 1 mm, of approved brand and manufacturer, over the Sqm 3892.26 167.02 6,50,086.39

plastered wall surface to prepare the surface even and smooth

Providing and fixing GI hexagonal chicken wire mesh of size 12mm

x22g at the junction of disimilar surfaces of brick masonry wall and R

13 MR-14 C C column by beams and the like including necessary nails for fixing Sqm 124.50 - 193.00 24,028.94

etc, complete all as per specification and direction of Engineer -in -

charge for all floor at all heights.

TOTAL (Carried Over to Summary of Civil Works) - 56,94,457.24 24,028.94

K 21.0 ALUMINIUM WORK -

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

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. -

Powder coated aluminium (minimum thickness of powder coating 50

For shutters of doors, windows & ventilators including providing and

b) 21.1.2 fixing hinges/ pivots and making provision for fixing of fittings -

wherever required including the cost of EPDM rubber / neoprene

gasket required (Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder coating 50

Providing and fixing 12 mm thick prelaminated particle board flat

pressed three layer or graded wood particle board conforming to IS:

2 21.2 12823 Grade l Type ll, in 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

engineer-in-charge.

Pre-laminated particle board with decorative lamination on both

Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

3 21.3 complete as per the architectural drawings and the directions of -

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

With float glass panes of 5 mm thickness (weight not less than 12.50

Filling the gap in between aluminium frame and adjacent

4 21.8 RCC/Brickwork/ Stone 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 378.90 103.55 39,235.67

TOTAL (Carried Over to Summary of Civil Works) - 2,39,484.12 -

L 22.0 WATER PROOFING -

Providing and laying water proofing treatment in sunken portion of

1 22.5 WCs, bathroom etc., by applying cement slurry mixed with water -

proofing cement compound consisting of applying :

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

water proofing cement compound @ 0.253 kg/ sqm. This layer will

be allowed to air cure for 4 hours. (b) Second layer of slurry of

cement @ 0.242 kg/sqm mixed with water proofing cement

compound @ 0.126 kg/sqm. This layer will be allowed to air cure for SQM 19.50 660.43 12,880.34

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

2 22.7 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.

i 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

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE 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 Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-

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

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

cement slurry and making pattern of 300x300 mm square 3 mm

(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 :

With average thickness of 120 mm and minimum thickness at khurra

TOTAL (Carried Over to Summary of Civil Works) - 14,71,259.04 -

M 25.0 STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL -

Providing and supplying aluminium extruded tubular and other

aluminium sections as per the architectural drawings and approved

shop drawings , the aluminium quality as per grade 6063 T5 or T6 as

per BS 1474, including super durable powder coating of 60-80

microns conforming to AAMA 2604 of required colour and shade as

approved by the Engineer-in-Charge. ( The item includes cost of

material such as cleats, sleeves, fasteners screws etc as desired.

necessary for fabrication of extruded aluminium frame work. Nothing

extra shall be paid on this account). The weight of aluminium

extruded section shall be taken for purpose of payment.

Designing, fabricating, testing, protection, installing and fixing in

2 25.2 position semi (grid) unitized system of structural/ curtain wall glazing Sqm 157.50 3,757.29 5,91,772.88

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

building for all heights and all levels, including :

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

the specified design loads conforming to IS 875 part III (the system

must passed the proof test at 1.5 times design wind pressure

without any failure), including functional design of the aluminum

sections for fixing glazing panels of various thicknesses, aluminium -

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

bolts, clamps etc., structural and weather silicone sealants, flashings,

fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets

for water tightness, pressure equalization & drainage and protection

b) fire hazard

Fabricating andincluding:

supplying serrated M.S. hot dip galvanized /

Aluminium alloy of 6005 T5 brackets of required sizes, sections and

profiles etc. to accommodate 3 Dimensional movement for achieving

perfect verticality and fixing structural glazing system rigidly to the

RCC/ masonry/structural steel framework of building structure using -

stainless steel anchor fasteners/ bolts, nylon separator to prevent

bimetallic contacts with nuts and washers etc. of stainless steel

grade 316, of the required capacity and in required numbers..

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

sealant and one part weather silicone sealant compatible with the

structural silicone sealant of required bite size in a clean and

controlled factory / work shop environment , including double sided -

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

brand and manufacture, as per the approved sealant design, within

and all around the perimeter for holding glass

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

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

site conditions, to seal the gap between the building structure and all -

its interfaces with curtain glazing to make it watertight.

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

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

curtain glazing system to make it watertight, by incorporating

principles of pressure equalization, providing suitable gutter profiles

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

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

inputs of designing, labour for fabricating and installation of

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

other incidental charges including wastages etc., enabling temporary

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

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

and functional design including shop drawings checked by a

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

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

samples of the individual components for testing in an approved

laboratory, field tests on the assembled working structural glazing as

specified, cleaning and protection till the handing over of the

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

water tight structural glazing having all the performance

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

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

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

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

boxes, extruded aluminium section capping for fixing in the grooves

of the curtain glazing and vermin proof stainless steel wire mesh

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

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

structural/ curtain wall glazing (including width of grooves ) on the

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

Providing, assembling and supplying vision glass panels (IGUs)

comprising of hermetically-sealed 6-12- 6 mm insulated glass (double

glazed) vision panel units of size and shape as required and

specified, comprising of an outer heat strengthened (as approved)

glass 6mm thick, of approved colour and shade with reflective soft

coating on surface # 2 of approved colour and shade, an inner heat

strengthened (as approved) clear float glass 6mm thick, spacer tube

12mm wide, desiccants, including primary seal and secondary seal

(structural silicone sealant) etc. all complete for the required

3 25.3 performances, as per the Architectural drawings, as per the approved -

shop drawings, as specified and as directed by the Engineer-in-

Charge. The IGUs shall be assembled in the factory/ workshop of the

glass processor. (Payment for fixing of IGU Panels in the curtain

glazing is included in cost of item No.1.8.16 above).

For payment, only the actual area of glass on face # 1 of the glass

panels (excluding the areas of the grooves and weather silicone

sealant) provided and fixed in position, shall be measured in sqm. (To

be fixed on extruded aluminium sections. and cost of aluminium

sections to be paid in relevant item)

(i) Coloured tinted float glass 6mm thick Heat Strengthened

substrate with reflective soft coating on face # 2, + 12mm Airgap +

6mm Heat Strengthened clear Glass of approved make having

i i properties as visible Light transmittance (VLT) of 25 to 35 %, Light Sqm 157.50 3,980.12 6,26,869.63

reflection internal 10 to 15%, light reflection external 10 to 20 %,

shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2

Extra for openable side / top hung vision glass panels

(IGUs/laminated glass) including providing and supplying at site all

accessories and hardware for the openable panels as specified and of

the approved make such as heavy duty stainless steel friction hinges,

4 25.4 min 4 -point cremone locking sets with stainless steel plates, Sqm 7.88 3,929.61 30,945.65

handles, buffers etc. including necessary stainless steel screws/

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

Architectural drawings, as per the approved shop drawings, as

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

TOTAL (Carried Over to Summary of Civil Works) - 14,03,235.02 -

N 26.0 NEW TECHNOLOGIES AND MATERIALS -

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

with planks of sizes 14mm thick, minimum 1800mm length and

minimum 100 mm wide, in approved colour, texture and finish,

having Performance Appraisal Certificate (PAC) issued by Building

Materials & Technology Promotion Council (BMTPC). The flooring

shall be fixed with tongue and groove interlocking system, with

underlayment of 4mm thick expanded polyethylene foam sheets

having density 40kg/cum, over prepared surface with necessary

quarter round planks of size 1900mm x 18mm and door reducer of

size 1900mm x 44mm, wherever required. The bamboowood planks

shall have minimum density of 1000 Kg/cum & minimum Hardness

1000 Kgf. with Eco friendly UV coating, all complete as per direction

of the Engineer-in-charge.

SITC of Micro Perforated (Perfoaudile™) 16mm thick Wooden

Acoustic Wall Panels of size 600 x 2420mm, perforation diameter

will be 01-1.5 mm at a distance of 03 mm c/c as per acoustic

design/Architects approval, The micro perforated acoustic panels top

sheet will be of 0.5mm thick Mica laminate in desired shade as per

Engineer In charge / Architect’s approval and base made out of

16mm thick high density MDF board of 700-750 kg density with

10mm hole diameter perforation, micro perforated wooden acoustic

panels to be backed with black acoustic fleece. All joints of Micro

Perforated Acoustic Panels should have dowel connection to avoid

any sagging /unevenness. All Micro Perforated Acoustic Panels

should be fixed on GI ‘Z’ clamp made out of 0.7 mm thick GI sheet of

size 30 mm x 30 mm collar and 50 mm high to match with the

2 MR installed GI frame. The 50mm GI channel made out of GI sheet, 0.5 Sqm 122.68 - 12,282.00 15,06,755.76

mm thick. The GI Channel grid size will be – 600 x 900mm fixed to

wall using all screws of Stainless steel. Cavity of grid shall be filled

with Tissue fiber paper laminated Rockwool density 64 kg/m3

confirming to IS 8183 to achieve the best NRC value and finally Micro

Perforated Acoustic Panels fixed on GI Channel grid as final finish.

Micro Perforated Wall panel having 0.85 NRC value as per test

conducted by Prasar Bharti. The edges of the Micro Perforated

Acoustic Panel shall be Square edge at all four ends as per choice. All

makes and models of all items/samples should be approved by the

engineer-in-charge / consultant prior to the installation.

Technical Parameters Micro Perforated Acoustic Panels

Density - 700-750kg/m3

Fire Retardant – Class (A)

Providing and fixing mineral fibre false ceiling tiles at all heights of

size 595X595mm of approved texture, design and pattern. The tiles

should have Humidity Resistance (RH) of 99%, Light Reflectance >

85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance

as per (BS 476 pt - 6 &7)in true horizontal level suspended on

interlocking T-Grid of hot dipped all round galvanized iron section of

0.33 mm thick (galvanized @120 gsm) comprising of main T runners

of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length

1200 mm and secondary intermediate cross T of size 15x32 mm of

length 600 mm to form grid module of size 600x600 mm suspended

from ceiling using galvanized mild steel item (galvanised@80gsm) 50

3 26.27 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter -

fully threaded hanger rod up to 1000 mm length and L-shape level

adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre

along main ‘T’. The system should rest on periphery walls /partitions

with the help of GI perimeter wall angle of size24x24X3000 mm

made of 0.40 mm thick sheet, to be fixed to the wall with help of

plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall

S.S. screws. The exposed bottom portion of all T-sections used in

false ceiling support system shall be pre-painted with polyester

baked paint, for all heights. The work shall be carried out as per

specifications, drawings and as per directions of the engineer-

With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC

Providing and fixing of signages, modular curved frame technology,of

various widths and lengths, to form suggested usages,made of

4 NS aluminium extruded sections , duly anodised ,all signages shall be -

provided with 0.6-0.8mm polycarbonate protecting film over the

prints, of appropriate size,

a ROOM NAME PLATE (80 mm x 300 mm) Each 18.00 - 1,650.00 29,700.00

b BOTH SIDE- WALL PROJECTED LADIES TOILET (200 mm x 200 mm) Each 2.00 - 2,900.00 5,800.00

c BOTH SIDE-WALL PROJECTED GENTS TOILET (200 mm x 200 mm) Each 2.00 - 2,850.00 5,700.00

d DOOR PLATE LADIES TOILET (80 mm x 300 mm) Each 1.00 - 1,860.00 1,860.00

e DOOR PLATE GENTS TOILET (80 mm x300 mm) Each 1.00 - 1,675.00 1,675.00

f ELECTRICAL PANEL (80 mm x 300 mm) Each 1.00 - 1,720.00 1,720.00

DSR-2023 DESCRIPTION UNIT QTY. CI and NDSR RATE NDSR Amount

g DRINKING WATER (200 mm x 200 mm) Each 1.00 - 2,690.00 2,690.00

h AUTHORISED PERSONAL ONLY (80 mm x 300 mm) Each 3.00 - 1,700.00 5,100.00

Providing and fixing of signages,customised to the architect's

design,the signage to be made of 10 mm casted clear acrylic sheet

duly cut by laser, all text to be of 2 mm thick acrylic duly laser cut,

5 NS partially housed and pasted on to engraved surface of the text in the -

clear acrylic base, the 10mm acrylic sheet to be fixed on 25x25mm

section of teak wood with help of crafted SS pins, and further fixed

to the priscribed location with the help of wooden dowels,and

required adhesive,as per drawing. 9,198.00

c CONFERENCE ROOM (400 mm x 400 mm) Each 1.00 - 8,176.00 8,176.00

TOTAL (Carried Over to Summary of Civil Works) - 21,60,422.77 16,22,320.76

ALL SUB-HEAD TOTAL 5,73,78,792.89 21,82,268.70

GRAND TOTAL 5,95,61,061.59

GRAND TOTAL 5,95,61,061.59

CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

ABSTRACT OF ELECTRICAL WORKS ESTIMATE

SL. NO. DESCRIPTION DSR 2022 AMOUNT DSR 2025 AMOUNT MR AMOUNT

1 SUBHEAD :1_WIRING 1088395.31 0 0

2 SUBHEAD :2_LIGHT FITTINGS AND FANS 10435.30 372360 94542

3 SUBHEAD :3_MCB ,DB'S 36289.83 0 0

4 SUBHEAD :4_LT CABLE, LAYING & TERMINATIONS 20315.81 0 202070

5 SUBHEAD :5_CABLE TRAY 409179.80 0 0

6 SUBHEAD :6_ELE. MEDIUM VOLTAGE PANELS 0.00 0 687409

7 SUBHEAD :7_EARTHING 93897.25 0 0

8 SUBHEAD :8_LIGHTNING PROTECTION SYSTEM 0.00 0 709203

9 SUBHEAD :9_SOLAR PHOTOVOLTAIC 2770946.76 0 0

10 SUBHEAD :10_FIRE ALARM SYSTEM 935447.53 0 8399

11 SUBHEAD :11_DATA & VOICE SYSTEM 263208.18 0 1605394

12 SUBHEAD :12_DIESEL GENERATOR SET 0.00 536808 0

13 SUBHEAD :13_EXTERNAL LIGHTING 129180.76 0 806019

14 SUBHEAD :14_MISCELLANEOUS ITEMS 22710.78 0 0

GRAND TOTAL 10802211

GRAND TOTAL 10802211

Digitally signed by PRIYA

CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

ESTIMATE-ELECTRICAL WORKS

AMOUNT (IN RUPEES)

UNIT RATE (DSR-

ITEM 2022 with CI and

S. NO. DESCRIPTION UNIT QTY

NO correction factor ) DSR 2022 DSR 2025 MR

SUBHEAD :1_WIRING

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

1 1.10 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/fan point/exhaust fan point/ call bell

point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated

3 1.55 copper conductor single core cable in surface/ recessed PVC conduit, and earthing 0.00

the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable

etc. as required.

Supplying and drawing following sizes of FRLS PVC insulated copper conductor,

single core cable in the existing surface/ recessed steel/ PVC conduit as reqired.

6 1.17.3 3 X 1.5 sq. mm (For circuit wiring) Meter 50 107.78 5388.96

7 1.17.12 3 X 2.5 sq. mm (For circuit wiring) Meter 600 155.43 93257.38

8 1.17.21 3 X 4.0 sq. mm (For power point wiring) Meter 950 233.71 222025.17

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

9 1.21 accessories in surface/recess including cutting the wall and making good the same in 0.00

case of recessed conduit as required.

Supplying and fixing modular blanking plate on the existing

modular plate & switch box excluding modular plate as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on

12 1.31 surface or in recess, including providing and fixing 3 pin 5/6 A modular socket Each 30 541.17 16234.95

outlet and 5/6 A modular switch, connections etc. as required

Supplying and fixing suitable size GI box with modular plate and cover in front on

surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular

socket outlet and 15/16 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on

surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular

socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For

light plugs to be used in non residential buildings).

Supplying & fixing suitable size GI box wih modular plate and cover in front on

surface or in recess including providing and fixing 25 A modular socket outlet and

25 A modular SP MCB, "C" curve including connections, painting etc. as required.

Supplying & fixing of 20 A, 240 V, SPN Insustrial type socket outlet, with 2 pole

and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet

16 2.18 steel enclosure, on surface or in recess, with chained metal cover for the socket Each 8 1839.05 14712.43

outlet and complete with connections, testing and comissioning etc.as required.

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

17 1.25 existing modular plate switch box including connections but excluding modular Each 20 418.64 8372.74

plate etc. as required

18 TOTAL OF SUBHEAD :1 1088395.31 0 0

19 SUBHEAD :2_LIGHT FITTINGS AND FANS

Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less

Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal ( Aluminum

alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper

winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W)

2.2 minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total

(DSR-2025) Harmonic Distortion) less than 10%, suitable for operation with regulator for speed

control and all remaining accessories including safety pin, nut bolts, washers,

temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm,

suitable for 230 V, 50 Hz, single phase AC Ceiling Fan compliant to IS 374:2019

fan Supply,earthing etc. complete as req.

1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min

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

damage, connection, testing, commissioning etc. as required

Digitally signed by PRIYA

Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all

Supplying, installation, Testing & Commissioning of LED Recessed /surface Down

lighter (Round / square/ Rectangular) SMD type of following body material with

PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per

the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt,

freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge

protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P.

F.≥0.95, IP20, CRI >80 , UGR (Unified Glare Rating) < 19, Flicker free (flicker

should be below 5 %), life time (LED,Driver & electrical circuitry), life time of

minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life

ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin),

SDCM(Standard Deviation Color Matching) <3, Maximum power consumption

1.2 should not more than the specified rating and Fixture shall be of relevant BIS

(DSR-2025) standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name

Engraved/ Embossing/ Screen printing on housing. OEM must have its own in

house NABL lab setup for all testing facilities for LED fixtures. "complete in all

connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core

cable and earthing etc. as required with Minimum 5 year OEM warranty. System

lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report from NABL

lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size

and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal

management: heat sink of aluminum housing such that LED junction temperature

shall not rise above 90°C).

26 Powder coated die cast /Extruded aluminum Body including trim .

1.10 LED Batten light (System lumen efficacy ≥120 <135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED surface mounted Batten

light of following body material and construction as per IS : 10322 with driver

(Replaceable) as per the requirement with Driver efficiency >85%, Operating

voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range - 15 deg to 40 deg

centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection

,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker free (flicker should be below 5

%), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours

with , 70% of initial Lumen maintained till life ends,CCT 3000°K / 4000°K /

5700°K /6000°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Color

Matching) <3, Maximum power consumption should not more than the specified

rating and Fixture shall be of relevant BIS standard and trade mark certificate (

31 T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing. OEM must have its own in house NABL lab setup for all

testing facilities for LED fixtures. complete in all respect i/c connections with 1.5 sq

mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as

required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135

lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required

for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as

approved by Engineer-in-Charge as per requirement. (Thermal management: heat

sink of aluminium housing such that LED junction temperature shall not rise

32 Powder coated die cast / Extruded aluminium Body (Thickness ≥ 1.20 mm)

1.17 LED Flood Light, powder coated pressure die cast aluminum

(DSR-2025) (System lumen efficacy >135 lm/Watt)

Digitally signed by PRIYA

Supplying, installation, Testing & Commissioning of Flood Light, powder coated

pressure die cast aluminum body with built in or separate driver as per the

requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270

Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal

surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD

< 10% as per IEC 61000-3-2 , P. F.≥0.95, IP-66,IK-10, CRI >80 , under voltage and

over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-

120deg as per the application and the project requirement deg., suitable tilt able

fitting, life time (LED,Driver & electrical circuitry) of minimum 50000 Burning

Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation

IES TM-21-11 report , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per

35 ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power

consumption should not more than the specified rating and Fixture shall be of

relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS,

PVC insulated copper conductor single core cable and earthing etc. as required with

Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output .

LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures

as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-

in-Charge as per requirement. (Thermal management: heat sink of aluminum

housing such that LED junction temperature shall not rise above 90°C).

1.8 LED Panel light 2x2 ft., (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following

body material and construction as per IS : 10322 with driver as per the requirement

with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, freq 50/60 hz,

Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5

KV with Short & Open circuit protection,THD < 10% , P. F.≥0.95, IP20, CRI >80,

UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life

time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with ,

70% of initial Lumen maintained till life ends ,CCT 3000°K / 4000°K / 5700°K

/6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color

Matching) <3, Maximum power consumption should not more than the specified

38 rating and Fixture shall be of relevant BIS standard and trade mark certificate (T.C.).

Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on

housing. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC

insulated copper conductor single core cable and earthing etc. as required with

Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output .

LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures

as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-

in-Charge as per requirement. (Thermal management: heat sink of aluminum

housing such that LED junction temperature shall not rise above 90°C).

39 Powder coated die cast / Extruded aluminium Body (Thickness≥ 1.20 mm)

Supply of Flexiible LED strips with optimum brightness & uniformity of light for

perfect cove lighting, with Driver complete with all fixing accessories as required of

Cate. Ref. FLEXISTRIP5MIP2024V/2ALED865MOD V1+CVDRIVER24V2A or

apporoved equivalent.

Supply and installation of 450 mm, 230 V A.C. wall mounted Air circulator, heavy

duty fan including fixing the bracket, making connection, testing, commissioning

etc as required.of Cate. Ref. HAVELLS : FHWV3TFSLB18 or apporoved

Supply of sizes 200 mm, 230 v A.C.Plastic body exhaust fan complete with

43 MR motor,blades,frame, bracket, lover/shutter etc. as required of Cate. Ref. HAVELLS Each 5 2132.95 10665

: FHVDXHSWHT08 or apporoved equivalent.

Supply of sizes 230 mm, 230 v A.C. heavay duty exhaust fan complete with

44 MR motor,blades,frame, bracket, lover/shutter etc. as required of Cate. Ref. HAVELLS Each 1 2350.53 2351

: FHVVEMTDBB09 or apporoved equivalent.

Supply of sizes 450 mm, 230 v A.C. heavay duty exhaust fan complete with

45 MR motor,blades,frame, bracket, lover/shutter etc. as required of Cate. Ref. HAVELLS Each 8 6744.57 53957

: FHEHDSPGRY18 or apporoved equivalent.

47 SUBHEAD :3_MCB ,DB'S

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

steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned

48 2.4 copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without MCB/RCCB/Isolator)

Digitally signed by PRIYA

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature

circuit 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, four pole, 415 V, isolator in the existing

53 2.13 MCB DB complete with connections, testing and commissioning etc. as required

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

residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the

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

Supplying and fixing Cable End Box (Loose Wire Box) suitable for

following triple pole and neutral, sheet steel, MCB distribution

board, 415 Volts, on surface/ recess, complete with testing and

commissioning etc.as required.

58 2.24.2 For 6 way, Double door TPN MCBDB Each 1 1275.20 1275.20

59 2.24.3 For 8 way, Double door TPN MCBDB Each 1 1520.25 1520.25

Supplying and fixing single pole blanking plate in the existing MCB DB complete

etc. as required

61 TOTAL OF SUBHEAD :3 36289.83 0 0

62 SUBHEAD :4_LT CABLE, LAYING & TERMINATIONS

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1

KV grade of following size in the existing RCC/ HUME/ metal pipe as required.

66 7.5.2 Above 35 sq. mm and upto 95 sq. mm Meter 53 64.67 3427.38

67 7.5.3 Above 95 sq. mm and upto 185 sq. mm Meter 32 87.36 2795.45

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power

cable of 1.1 KV grade of following size on cable tray as required.

69 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 26 51.05 1305.83

Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)

71 CABLE TERMINATION

Supplying and making end termination with brass compression gland and

aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV

grade as required.

78 SUPPLY OF CABLE

Supply of XLPE insulated and PVC sheathed power cable of 1.1 kV grade, 1.1 kV,

multi core, aluminum,armored , underground, Conforming to IS 7098-2

Supply and termination of XLPE insulated & PVC sheathed Armoured copper

86 cables of 1.1 KV grade with copper conductor as per IS 7098 Part-I -1988 including

all labour charges, giving connections etc., complete as required.

87 MR 2 Core, 6 Sq.mm (For Submain) Meter 70 378.89 26522

88 MR 4 Core, 6 Sq.mm (For Submain) Meter 30 568.03 17041

89 MR 4 Core, 10 Sq.mm (For Submain) Meter 40 834.47 33379

90 TOTAL OF SUBHEAD :4 20315.81 0 202070

91 SUBHEAD :5_CABLE TRAY

Supplying and installing following size of perforated Hot Dipped Galvanised Iron

cable tray (Galvanisation thickness not less than 50 microns) with perforation not

more than 17.5%, in convenient sections, joined with connectors, suspended from

the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.

93 4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Meter 30 812.31 24369.45

94 4.6.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Meter 100 2957.69 295768.84

Digitally signed by PRIYA

Supplying and installing following size of perforated Hot Dipped Galvanised Iron

cable tray "bends" (galvanisation not less than 50 microns) with perforation not

more than 17.5%, in convenient sections, joined with connectors, suspended from

the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.

96 4.7.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 4 1440.84 5763.35

97 4.7.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 6 6368.05 38208.30

Supplying and installing following size of perforated Hot Dipped Galvanised Iron

cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more

than 17.5%, in convenient sections, joined with connectors, suspended from the

ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.

99 4.8.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Each 6 7511.64 45069.86

100 TOTAL OF SUBHEAD :5 409179.80 0 0

101 SUBHEAD :6_ELE. MEDIUM VOLTAGE PANELS

NOTE: Contactor will submit the GA Drawings of Panel for Approvel from

Clint/Consultant before order the panel.

Fabrication, supply, installation, testing and commissionings of cubicle type floor/

wall mounted Main Distribution Board panel made out of 16mm thick CRCA

104 sheet including connection, inter-connection alongwith 4 stsrip aluminium bus bar

as per CP WD specifications, ( Part IV - Sub-station) and IS: 8623 comprising of

followings panel mounting switchgears etc. as required.,

105 INCOMER FROM EXISTING SOURCE

1 Nos. 250Amps FP MCCB 35kA With Microprocessor Based release for O/C, S/C

& Earth Fault Protection.

107 1 Nos. 250Amps, 415V FP CONTACTOR (AC-1 DUTY).

Dual type Digital energy meter with RS485 showing V, A, PF, KVAR, KWH etc.

current transformers of 250/5A ratio, 10 VA Class 1.0 metering.

109 One (1) Set of Phase Indication & ON/OFF/TRIP Lamp with 2A SP MCB.

110 Control MCB'S, control terminals & wiring as required.

Under/ Over voltage, Master trip relays along with current transformers of 250/5A

ratio, 10 VA class-5P10 protection - 1 set

112 Suitable arrangement to receive incoming armored cables.

113 Ameter with ASS

114 Voltmeter with VSS

115 ON/OFF/TRIP Indication

116 Open/Close Push button

117 Auto/Manual selector switch

118 BUS COUPLER

1 Nos. 250Amps FP MCCB 35kA With Microprocessor Based release for O/C, S/C

& Earth Fault Protection.

120 1 Nos. 250Amps, 415V FP CONTACTOR (AC-1 DUTY).

121 ON/OFF Indication

122 Open/Close Push button

123 Auto/Manual selector switch

124 INCOMER FROM 50 KVA DG PANEL

125 Incomer from DG Set shall be provided with the following:

1 Nos. 100Amps FP MCCB 35kA With Microprocessor Based release for O/C, S/C

& Earth Fault Protection.

127 1 Nos. 100Amps, 415V FP CONTACTOR (AC-1 DUTY).

128 Control MCB'S, control terminals & wiring as required.

Under/ Over voltage, Master trip relays along with current transformers of 250/5A

ratio, 10 VA class-5P10 protection - 1 set

130 Suitable arrangement to receive incoming armored cables.

131 Ameter with ASS

132 Voltmeter with VSS

133 ON/OFF/TRIP Indication

134 Open/Close Push button

135 Auto/Manual selector switch

136 Reverse power Protection Relay.

137 INTERLOCKING.

138 DG Incomer, Bus coupler and AMF logic, interlocking with main incomer.

300 Amps TP&N aluminum conductor bus bar (BPTM type Heat-shrinkable

busbar insulation) supported by DMC / FRP insulators.

2 nos. 160A FP MCCB 35kA With Thermal Magnetic Based Release (O/C,S/C)

Protection & Rom

1 nos. 100A FP MCCB 35kA With Thermal Magnetic Based Release (O/C,S/C)

Protection & Rom

5 nos. 40A FP MCCB 35kA With Thermal Magnetic Based Release (O/C,S/C)

Protection & Rom

Digitally signed by PRIYA

145 MDB above & as per SLD Set 1 687408.71 687409

146 TOTAL OF SUBHEAD :6 0.00 0 687409

147 SUBHEAD :7_EARTHING

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as

strip earth electrode, including connection/ terminating with nut, bolt, spring,

washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of

brass nut bolt & spring washer spaced at 50mm

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip

earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer

151 5.9 etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut Meter 40 163.37 6534.82

bolt & spring washer spaced at 50mm

152 TOTAL OF SUBHEAD :7 93897.25 0 0

153 SUBHEAD :8_LIGHTNING PROTECTION SYSTEM

154 Air Termination Network

Supply, Installation, testing and commissioning of single spike air terminals of 10

mm dia. & 1000 mm length and 200 mm leg length as required and as per site

155 conditions. The air terminal shall be manufactured with Copper Bonded Steel & Nos. 2 4528.31 9057

shall be as per IEC 62561-2. The air terminal shall be fixed with necesarry clamping

Supply, Installation, testing and commissioning of single spike air terminals of

10/16mm dia. & 2000 mm length as required and as per site conditions. The air

terminal shall be manufactured with Copper Bonded Steel & shall be as per IEC

62561-2. The air terminal shall be fixed with base plate arrangement.

Supply, Installation, testing and commissioning of 8 mm dia. Copper Bonded Steel

round conductor for air termination network at parapet and for making mesh at

terrace level and shall meet the requirement of IEC 62561-2.

Supply, Installation, testing and commissioning of Parapet Conductor holder for

holding of 8 mm dia. round conductor (for RCC roof). The conductor holder shall

158 be mounted on plastic base support and shall meet the requirements of IEC 62561- Nos. 210 277.07 58185

4.It should be installed at every 1 mtr.

Supply, Installation, testing and commissioning of Universal Connector for making

straight, Tee & Cross joint of 8-10mm dia. Conductor to 8-10mm dia round

conductor on parapet wall, roof and vertical facade of masonery / glass / metallic

160 Down Conductor

Supply, Installation, testing and commissioning of 10 mm dia CBS round conductor

161 for Down conductors to be installed in column. It shall meet the requirements of Meter 220 482.66 106185

Supply, Installation, testing and commissioning of Rebar Clamps for holding Down

162 Conductor of 10 mm diameter Copper bonded steel round conductor with Rebar Nos. 147 726.94 106619

complying as per IEC 62561-1. It shall be installed at every 1.5 mtrs.

Supply, Installation, testing and commissioning of Straight - Connector for making

163 straight joint of 10 mm CBS Round Conductor to 10 mm dia CBS Round conductor Nos. 63 480.24 30187

Supply, Installation, testing and commissioning of Earthing stud of stainless steel

with clamp to connect down conductor with parapet conductor and earthing

interconnectin conductor at terrace and ground level respectively & meet the

requirement of IEC-62561-1.

Supply, Installation, testing and commissioning of Expansion piece made of 8mm

dia. Copper Bonded Steel & as per IEC 62561-2 along with suitable connecting

165 accessory. It shall be installed at every 20 mtr to maintain the flexibility to the Nos. 11 795.47 8750

conductor due to heat.

Supply, Installation, testing and commissioning of Lightning Strike counter for

counting the number of lightning strikes without any power supply. The Counter

166 should be mounted on the Down Conductor. The Lightning Counter should be IP 68 Nos. 1 13050.00 13050

rated enclosure suitable for external application.

167 Earth Termination Network

Digitally signed by PRIYA

Supply, Installation, testing and commissioning of Earthing termination made of

copper-bonded rod of 3 meter length,14.2 mm dia. (Minimum copper bonding shall

be 0.25mm) as per IS 3043, IEEE-80, NBC 2016 along with Earth enhancement

168 material 25 kg with resistivity of 0.12 ohm-mtr, and complying IEC 62561-7 and Nos. 13 7954.73 103412

Pit Cover complying IEC 62561-5 and as per specification and other applicable

Supply, Installation, testing and commissioning of 10mm CBS Conductor laid at

below the ground, as Required and as per specification and code of practice with

Tee and Straight joint.

170 TOTAL OF SUBHEAD :8 0.00 0 709203

171 SUBHEAD :9_SOLAR PHOTOVOLTAIC

Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power

Plant conforming to MNRE specifications as amended, consisting of Mono/Poly

SOLAR Crystalline silicon solar cells, net metering facility, necessary protections, earthing,

(DSR) mounted on Aluminium/GI structure of suitable strength with following components

complete as required:-

a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India,

conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2.

Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV

173 modules used in solar power plants/ systems must be warranted for their output

peak watt capacity, which should not be less than 90% at the end of 10 years and

80% at the end of 25 years.

b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V

AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC

Power with efficiency not less than 97%, total harmonic distortion less than 3% and

174 suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the

voltage and frequency level to suit the Grid Voltage Frequency.

175 c) Data Monitoring System complete with accessories.

d) Fixing of Array junction box & Main junction box with IP 65 protection and

176 termination arrangement for incoming and outgoing cable along with glands, lugs

and other accessories etc. as required.

177 e) Lightning and surge voltage protection.

f) Connections & Interconnections by supplying & fixing required size XLPE

insulated copper conductor 1.1 kV grade armoured power and control cables

178 between solar modules, main power cable to grid supply PCU unit along with

supplying & fixing of necessary channel/conduit lugs and other accessories etc. as

179 SOLAR PHOTOVOLTAIC as described above kWp 40 69273.67 2770946.76

180 TOTAL OF SUBHEAD :9 2770946.76 0 0

181 SUBHEAD :10_FIRE ALARM SYSTEM

182 17.2 INTELLIGENT FIRE ALARM SYSTEM

Supplying, installation, testing and commissioning of micro processor based

intelligent addressable main fire alarm panel, central processing unit with the

following loop modules and capable of supporting not less than 240 devices

(including detectors) and minimum 120 detectors per loop and loop length up to 2

km, network communication card, minimum 320 character graphics/ LCD display

with touch screen or other keypad and minimum 4000 events history log in the non

183 17.2.1 volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up

with 24 volt sealed maintenance free batteries with automatic charger. The panel

shall have facility to connect printer to printout log and facility to have seamless

integration with analog/digital voice evacuation system (which is part of the

schedule of work under SH: PA System) and shall be complete with all accessories .

The panel shall be compatible for IBMS system with open protocol BACnet/

Modbus over IP complete as per specifications.

Supplying, installation, testing & commissioning of repeater panel wih 320

185 17.2.3 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence Each 1 123308.49 123308.49

switches complete as required.

Supplying, installation, testing & commissioning of central graphical fire alarm

186 17.2.2 management system to centrally monitor and operate the fire alarm system as Each 1 227596.79 227596.79

Supplying, installation, testing & commissioning of intelligent analog addressable

photothermal detector complete with mounting base complete as required.

Supplying, installation, testing & commissioning of response indicator on

188 17.2.5 surface/recessed MS Box having two LED, metallic cover complete with all Each 26 250.73 6518.94

connections etc as required.

Supplying, installation, testing & commissioning of fault isolator complete with base

Digitally signed by PRIYA

Supplying, installation, testing & commissioning of intelligent addressable thermal

190 17.2.9 detector with rate of rise cum fixed tempreature thermistor complete with base as Each 1 3092.70 3092.70

Supplying, installation, testing & commissioning of addressable manual call point

complete as required.

Supplying, installation, testing & commissioning of addressable fire control module

complete as required

Supplying, installation, testing & commissioning of addressable horn cum strobe

complete as required.

Supplying, installation, testing & commissioning fire fighter telephone handset

complete as required.

Supplying, installation, testing & commissioning fire fighter phone jack complete as

Supplying, installing, testing & commissioning of Addressable Monitor Module for

Sprinklers, Panic Bars & other Third Party Inputs. The monitor module shall

monitor potential free contacts. The device shall have an LED which shall blink in

normal state & get steady on activation to monitor the heath status of the device.

Addressing shall be with user friendly rotary decimal switches. Module shall be

supplied with mounting plate from OEM for ease of installation & maintenance.

Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated

197 17.5.2 with annealed copper conductor having XLPE insulation, steel wire armouring & Meter 450 196.27 88322.23

FRLS outer sheath complete as required.

Supplying and drawing following sizes of FRLS PVC insulated copper conductor,

single core cable in the existing surface/recessed steel / PVC conduit as required.

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

200 1.21 accessories in surface/recess including cutting the wall and making good the same in 0.00

case of recessed conduit as required.

203 SUBHEAD :11_DATA & VOICE SYSTEM

204 SECTION - I- STRUCTURED CABLING SYSTEM PASSIVE

Supply, Installation, Testing & Commissioning of CAT 6A UTP LSZH Cable, 23

AWG solid copper conductors in accordance to TIA/EIA 568 C.2 (Category 6a) &

205 ISO/IEC 11801 2nd ed(Class Ea), UL Approved, tested @500 Mhz, with HDPE Meter 2550 97.81 249422.03

insulation of individual conductor and over all Dia of 7.2 mm for Connectivity of

Hub room to End Point. Grey Color

Supply, Installation, Testing & Commissioning of CAT 6A UTP Universal (both

tool & toolless) information outlet (I/O) in accordance with ANSI TIA 568 C.2, IEC

206 60603-7-4 2nd Edition, ISO/IEC TR 11801-9901-2014, ROHS Compliant. The I/O Each 49 619.61 30360.704

should have minimum 750 mating cycle and 200 insertion cycle and UL

approved,for Data, Voice, & Wi-Fi at user end.

Supply, Installation, Testing & Commissioning of loaded 24 port CAT 6A UTP,

Transparent shutter jack panel, 1U height, UL-94V-0, Black with cable support bar,

clear label marks and earthing plug for CAT6A cable termination at rack end.

Supply, Installation, Testing & Commissioning of CAT 6A UTP, LSZH Patch Cord

208 as per ANSI/TIA/EIA 568C.2 and UL 94-V-0, ROHS Compliant, patch cord 1 Mtr Each 49 625.09 30629.336

for rack side switch to jack panel connectivity.

Supply, Installation, Testing & Commissioning of CAT 6A UTP, LSZH Patch Cord

209 as per ANSI/TIA/EIA 568C.2 and UL 94-V-0, ROHS Compliant, patch cord 2 Mtr Meter 49 649.76 31838.178

for rack side switch to end user connectivity.

Supply, Installation, Testing & Commissioning of 1, 2 and 4 port face plate, British

Style with Shutter, 2 Plate system clear finish with transparent labelling, ABS-UL94-

210 V2, ROHS Compliant, in accorandce with standards like ANSI/TIA-568-C.2, Each 49 179.65 8803.0083

white for I/O fixing at user side.

Supply, Installation, Testing & Commissioning of 27 U floor mount rack with fans ,

2 cable managers , satationary shelf , 2 Nos. of hardware pkts.

212 SECTION - II- ANALOG PHONE

Supply, Installation, Testing and Commissioning of Analog phone with caller id ,

speaker and display.

214 SECTION - III- LOCAL AREA NETWORK ( LAN )

Digitally signed by PRIYA

Supply, Installation, Testing & Commissioning of 24 x 100M/1G RJ45 PoE/PoE+

ports with 4 x 1G SFP/10G SFP+/25G SFP28. PoE+ switch with min 370 Watt

PoE+ budget .Should have RPS option from day 1. Switching capacity of 240 Gbps

Gbps, forwarding performance 180 Mpps, Should support up to 32K MAC

215 addresses or more. Should have Static Routing, RIP, VRRP, OSPF, OSPFv3, Each 3 374998.81 1124996.4

BGP,BGP4+,MPLS from day 1, Should support ISSU from day 1, should support

physical stacking of more then 8 per stack, Neighbour discovery, system logging,

Telnet, SSH, SNMP, Network Time Protocol (NTP), IPv6 features from day 1,

MTBF Min 198000 Hr

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

216 1.21 accessories in surface/recess including cutting the wall and making good the same in

case of recessed conduit as required.

219 SUBHEAD :12_DIESEL GENERATOR SET

Supply, installation, Testing & Commissioning of 'Silent Type Diesel Generating set

as per CPCB IV + or better norms along with having Prime Power Rating of KVA

as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50

Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site with

6.1 fuel, load for test and other necessary arrangements Complete as per CPWD

(DSR-2025) specifications, should have QR code which should contain drawing, test report OEM

manual,Geo- Tag of manufacturing location, rating plate as per relevant IS Code etc.

and consisting of the followings:

221 (A) Diesel Engine:

Turbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically

balanced fly wheel, electric start of suitable BHP at 1500 RPM suitable for above

output of alternator at 40 Degree C, 50% RH & at 1000 Meter MSL , capable of

taking 10% over loading for one hour after 12 hours of continuous operation. The

engine will be with Electronic governor, Dry type Air filter with service indicator,

222 first filling of engine fuel (after commissioning) lubricating Oil, Coolant and other

consumables complete with all the required accessories, the Electronic governor

shall be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB

IV + or better) and Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018

and as per CPWD specifications.

(B) Engine mounted Instrument Panel fitted with and having digital display

224 (i) Start-stop switch with key

225 (ii) Water temperature indication

226 (iii) Lubrication oil pressure indication

227 (iv) Lubrication oil temperature indication

228 (v) Battery charging indication and Voltage indication

229 (vi) RPM indication

230 (vii) Over speed indication

231 (viii) Low lubricantion Oil trip indication

232 (ix) Engine Running Hours indication

233 (x) Fuel Level

234 (C) Alternator:

Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase

50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000

Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP)

enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of

235 taking 10% over loading for one hour after 12 hours of continuous operation, self

cooled,self-excited and self-regulated through AVR conforming to IS13364(Part

2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation.

236 (D) Base Frame & Foundation:

Both the engine and alternator shall be mounted on suitable base frame made of MS

channel with necessary reinforcement which shall be installed on suitable cement

concrete foundation and vibration isolation arrangement as per recommendations of

238 (E) FUEL TANK:

Daily service fuel tank of suitable liters capacity as per CPWD Specifications,

fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and

239 fuel piping between fuel tank and diesel engine with MS class 'C' pipes of suitable

dia. Complete with valves, level indications & accessories as required as per

specifications.

240 (F) Exhaust System:

Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor.

242 (G) Starting System:

Digitally signed by PRIYA

12V/24V DC starting system comprising of starter motors: voltage regulator and

arrangement for initial excitation complete with suitable numbers of batteries (180

AH capacity lead acid SMF type) as required as per specifications. The battery shall

be housed inside the acoustic enclosure of DG Set.

244 (H) Acoustic and weather proof enclosure

with arrangement for fresh air intake for cooling of the engine & alternator,

extraction, discharging hot air in to the atmosphere and the temperature rise inside

the enclosure, noise level outside enclosure. The acoustic enclosure should be

245 suitable for cable connection/connection through bus-trunking. Such arrangements

on acoustic enclosure should be water proof & dust-proof conforming to IP-65

protection. The enclosure shall be as per CPCB IV + or better norms etc. and as per

CPWD specifications.

246 (I) AMF Panel:

Free standing floor mounted IP 42 automatic mains failure control panel including

auto by-pass, suitable for KVA as below for silent type DG set complete with relays,

timers, set of CTs for metering & protection and energy analyser to indicate

currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere

Reative Hour (KVARH), KVA (Phase & Total), KW & provision for overload, short

circuit, restricted earth fault, under frequency, power (aluminum) and control

247 (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and

DG Set including connection interconnection etc. as required, all complete and inter

locking and communication/ Ethernet /RS485/SNMP port open protocol for BMS

integration including suitable software, the panel shall be of DG Set OEM make etc.

as per approved by Engineering in charge and including the following:

1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated

248 draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C &

E/F and shunt trip.

249 2. Auto/Manual/Test/Off selector switch

3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2

Nos. reverse power relay and 2 Nos. under voltage relay).

4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA

class-I for metering

5. Energy analyser unit to indicate current, Voltage( L-N & L-L), kW, kVA

(Phase & Total), Frequency, KWH, PF

253 6. LED Indicating lamps for load on mains and load on set.

254 7. Fuse/ MCB for instruments.

8. Battery charger, complete with transformer/ rectifier, D.C. voltmeter and

255 ammeter, selector switch for trickle, off and boost and current

256 9. Main supply failure monitor.

257 10. Supply failure timer.

258 11. Restoration timer

12. Control unit with three impulse automatic engine start/stop and failure

to start lockout.

260 13. Impulse counter with locking and reset facility.

261 14. ON/OFF/Control circuit switch with indicator

262 15. Audio/Video annunciation for

263 (i) High water temperature

264 (ii) Low lubricating oil pressure

265 (iii) Engine over speed

266 (iv) Engine fails to start

267 (v) Full load/maximum load warning

16. Protection for over/under Frequency, Loss of AC sensing, Over Current,

268 Unbalancing load with suitable number of relays and

269 17. Maintenance notification based on Engine Run Hour & due date.

18. Load Management through PLC to achieve auto opening and closing of incomer

breakers, bus coupler switching of essential panel , interlocking providing signal to

AMF Panel for load status and AMF shall give command to DG Set to auto start /

270 auto stop depending upon load status and requirement etc. and necessary hardware

and software required to perform the operation shall be provided by the contractor

including all control wiring.

272 TOTAL OF SUBHEAD :12 0.00 536808 0

273 SUBHEAD :13_EXTERNAL LIGHTING

274 Feeder Pillar

Digitally signed by PRIYA

Design, manufacturer, supply, testing and commissioning of approx size 1200 mm

heightx1000mm wide x 450mm deep of 2.5mm thick sheet metal enclosure, powder

coated, weather proof, double door type feeder pillar with godown lock and padlock

complete with interconnection with copper wires, LED indicating lights, providing

holes for the glands. The base frame shall have angle iron of 50mm x 50mm x6mm

of size 1000mm x 450mm with 600mm long legs of MS angle and coverage of

275 underground cable under feeder pillar with 2.5 mm thick sheet, 450mm in width all

round the base frame including grouting the feeder pillar in 1:4:8 cement concrete

complete as required. Feeder Pillar shall be suitable for 415V, 3-Phase, Four wire,

50 Hz supply complete with earth bus and lifting hooks as required. Approval shall

be taken for each panel before fabrication. (All hardwares like nuts and bolts used

shall be Galvanized and Zinc passivated )

276 Feeder Pillar

1 No. 40 amps FP MCCB(25 KA) with thermal Magnetic release (PRMB-3) with

278 Class-C transient voltage surge suppression device suitable for 3 phases as per

specifications.

279 Protection Istrument

One (1) Nos. (0-500V) 96 x 96 Sq.mm voltmeter with control Fuse & selector

1 Set of (0-40 Amps) 96 x 96mm CT operated Ammeter with 3 way selector switch

and 40 /5A, CL-1, 10VA CT.

282 One (1) Set of Phase Indication & ON/OFF Lamp with 2A Fuse.

1 Nos.TIMER suitable for 24Hrs. Setting with Auto/Manual Selector switch with

Suitable Contractor

1 Set of 200 A TPN Aluminium Bus Bar with colour coded PVC Sleeves (Heat

Shrinkable sleeve)

287 4 No. 32 A 2P MCCB, 16 KA

288 Feeder pillar as described above Set 1 196002.37 196002

Supplying and fixing of 72 Watt LED Light Column spreads uniform lighting all

around the pathway. 3 meter height in cylinderical shape.complete with all fixing

accessories as required of Cate. Ref. HAVELLS :

GRANDEURCLS72W857PSYMBOPC or apporoved equivalent.

The cable quantities given are approximate and to cover various sizes. The

291 contractor shall measure the cables required and procurement order shall be placed

accordingly. The quantities shall be confirmed before start of work.

Supply of 2 core, 6 sq. mm XLPE/PVC insulated sheathed (Heavy duty) armoured

electric cable with aluminium conductor.

293 Cable termination :

Single Compression glands to be used for internal area, while double compression

cable glands to be used for outdoor installation.

Supplying and making end termination with brass compression gland and

295 9.1 aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of

1.1 KV grade of following size in the existing RCC/ HUME/ metal pipe as required.

299 HDPE Pipe: 0.00

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete

with fitting and cutting, jointing etc. in the existing trench, complete as required.

302 EARTHING 0.00

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as

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

304 5.2 providing masonry enclosure with cover plate having locking arrangement and Set 6 7777.12 46662.73

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

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth

305 5.11 electrode including connection with G.I. nut, bolt, spring, washer excavation and re- Meter 20 800.97 16019.39

filling etc. as required.

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

Digitally signed by PRIYA

308 SUBHEAD :14_MISCELLANEOUS ITEMS

Providing and fixing MV. danger notice plate of 200 mm X 200 mm, made of mild

309 2.21 steel, at least 2 mm thick, and vitreous enameled white on both sides, and with Each 2 305.19 610.37

inscription in single red colour on front side as required

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete

310 14.16 with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) 0.00

including excavation and refilling the trench but excluding sand cushioning and

protective covering etc., complete as required

Supplying and Fixing of following sizes of steel conduit along with accessories in

312 1.20 surface/ recess including cutting the wall and making good the same in case of 0.00

recessed conduit as required.

314 TOTAL OF SUBHEAD :14 22710.78 0 0

Digitally signed by PRIYA

CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC,

Name of Work : Plumbing Works

S. No. Description PLUMBING

DSR NSR Total

a Sanitary Installations Works 2,06,259.81 73,960.29 2,80,220.10

b Soil, Waste, Vent & Rain Water Pipes 5,42,789.37 17,674.89 5,60,464.27

c Internal Water Supply 5,12,542.43 14,798.00 5,27,340.43

d External Sewerage System 7,91,631.68 - 7,91,631.68

4 External Water Supply 87339.21 0.00 87,339.21

5 External Storm Water Drainage 502995.83 0.00 5,02,995.83

6 Rain Water Harvesting 504269.97 0.00 5,04,269.97

Total of External

Grand Total 37,64,756.41

Grand Total 37,64,756.41

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

A Sanitary Installations & Internal Water Supply

1 ,17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink

as per IS 13983 with C.I. brackets and stainless steel plug 40 mm

including painting of fittings and brackets, cutting and making

good the walls wherever required :

a 17.10.1.3 Kitchen sink with drain board 510x1040 mm bowl depth 200 mm

2 17.31 Providing and fixing 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.

3 17.28 Providing and fixing P.V.C. Waste pipe for sink or wash basin

including P.V.C. waste fittings complete. 0.00

a 17.28.1 Semi rigid pipe 0.00

4 DSR-17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved

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

5 DSR-17.34 Providing and fixing toilet paper holder : 0.00

17.20 Providing and fixing white vitreous china pedestal type water

closet (European type W.C. pan) with seat and lid, 10 litre low

level white P.V.C. flushing cistern, including flush pipe, with

manually controlled device (handle lever), conforming to IS :

7231, with all fittings and fixtures complete, including cutting and

making good the walls and

floors wherever required : 0.00

6 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 5.00 6973.59 34867.97 0.00

6a 17.1 Providing and fixing water closet squatting pan (Indian type W.C.

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

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

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

fittings and fixtures complete, including cutting and making good

the walls and floors wherever required

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440

mm with integral type foot rests Each 0.00 6187.77891 0.00 0.00

7.00 ,18.49 Providing and fixing C.P. brass bib cock of approved quality

conforming to IS:8931 : 0.00

8.00 ,18.53 Providing and fixing C.P. brass angle valve for basin mixer and

geyser points of approved quality conforming to IS:8931

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

9.00 17.70 Providing and fixing wash basin with C.I. brackets, 15 mm C.P.

brass pillar taps, 32 mm C.P. brass waste of standard pattern,

including painting of fittings and brackets, cutting and making

good the walls wherever require:

17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of

15 mm C.P. brass pillar taps] Each 5.00 2835.06 14175.32 -

10.00 18.21 Providing and fixing uplasticised PVC connection pipe with brass

unions : Each 0.00

11.00 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm

12.00 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of

quality & make as approved by Engineer in charge. 0.00

a 15 mm nominal dia Each 0.00 7428.68473 0.00 0.00

13.00 NS-1 Providing and fixing C.P. cast brass twin coat hooks fixed to PVC

rawl plug with SS screws Make Euronics, Cat. No. EC02 or

approved equivalent. Each 5.00 974.40 0.00 4,872.00

14.00 17.16.A 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

15.00 NS-2 Providing, fixing, testing and commissioning of CP brass swan

neck wall mounted sink mixer with wall flange and swinging

casted spout complete as required and making good the walls

wherever required. [Make :Euronics, Model:FLO-3012A].or

approved equivalent. Each 1.00 4782.10 0.00 4,782.10

16.00 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm

long, 200 mm wide with minimum distances of 37 mm from wall

face with concealed fittings arrangement of approved quality and

colour,weighing not less than 88 gms.

17.00 18.65 Providing and fixing PTMT soap Dish Holder having length of

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

arrangements,weighing not less than 106 gms.

19.00 17.5 Providing and fixing white vitreous china flat back half stall urinal

of size 580x380x350 mm with white PVC automatic flushing

cistern, with fittings, standard size C.P. brass flush pipe,

spreaders with unions and clamps (all in C.P. brass) with waste

fitting as per IS : 2556, C.I. trap with outlet grating and other

couplings in C.P. brass, including painting of fittings and cutting

and making good the walls and floors wherever required :

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

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

20.00 17.73 Providing and fixing PTMT towel rail complete with brackets

fixed to wooden cleats with CP brass screws with concealed

fittings arrangement of approved quality and colour.

21.00 NS-3 Supply, installation, testing and commissioning of horizontal type

storage hot water heater within-built pressure relief valve, rated

for inlet water pressure upto 6 bar complet in all respects

including inlet, oulet connections, fixing bolts etc. and testing

Total C/F to Summary 2,06,259.81 73,960.29

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

B Soil, Waste, Vent & Rain Water Pipes

21.00 12.22 Making khurras 45x45 cm with average minimum thickness of 5

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

stone aggregate of 20 mm nominal size) over P.V.C. sheet

1mx1mx400micron, finished with 12mm 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.

22.00 Providing and fixing to the inlet mouth of rain water pipe cast

DSR-12.44 iron grating 15 cm diameter and weighing not less than 440

23.00 17.35 Providing and fixing soil, waste, vent and rain water pipes 0.00

100mm dia 0.00

Hubless centrifugally cast iron pipes epoxy coated inside &

24.00 Providing and fixing MS holder bat clamps of approved design to

cast iron (spun) pipe embedded in and Including cement

concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse

17.37 sand : 4 graded stone aggregate 20mm nominal size) including

cost of cutting holes and making good the walls etc.

25.00 Providing and fixing bend of required degree with access door,

17.38 insertion rubber washer 3mm thick, bolts and nuts complete.

Hubless centrifugally cast iron epoxy coated inside & outside IS :

26.00 17.39 Providing and fixing plain bend of required degree. 0.00

Hubless centrifugally cast iron epoxy coated inside & outside IS :

27.00 Providing and fixing double equal plain junction of required

Hubless centrifugally cast iron pipes epoxy coated inside &

28.00 Providing and fixing single equal plain junction of required

Hubless centrifugally cast iron epoxy coated inside & outside IS :

29.00 Providing and fixing single unequal plain junction of required

Hubless centrifugally cast iron epoxy coated inside & outside IS :

30.00 Providing and fixing Hubless cast iron offsets epoxy coated inside

& outside as per IS : 15905 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

17.54A.1 130 mm offsets 0.00

31.00 17.56 Providing and fixing terminal guard: 0.00

Hubless centrifugally cast iron epoxy coated inside & outside IS :

32.00 Providing and fixing shielded coupling for Hubless centrifugally

cast iron pipe 0.00

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 435.00 462.423115 2,01,154.06

33.00 Painting with synthetic enamel paint of approved drand and

manufacture to give an even shade 0.00

13.61.1 Two more coast on new work sqm 145.00 166.86 24194.67

34.00 4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work up

to plinth level: 0.00

4.1.3 1:2:4 (1 cement :2 coarse sand: 4 hard stone aggregate 20mm

35.00 ,17.60 Providing and fixing trap of self cleansing design with screwed

down or hinged with or without vent arm complete, including

cost of cutting and making good the walls and floors.

a 17.60.1 100 mm inlet and 100 mm outlet 0.00

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

outside as per IS:15905 Each 12.00 914.62 10975.50 0.00

b 17.60.2 100 mm inlet and 75 mm outlet 0.00

17.60.3 Hubless centrifugally cast (spun) iron epoxy coated inside &

outside as per IS:15905 Each 4.00 632.98 2531.90 0.00

36.00 NS-4 Providing and fixing SS grating of approved quality and colour.

Circular type 125 mm nominal dia [Make :Euronics, Model:

EFG01P-55].or approved equivalent. Each 16.00 1030.43 0.00 16,486.89

37.00 Fire DSR 18.8 Providing, laying, testing & commissioning of 'B' class heavy duty

G.I. pipe conforming to IS 1239 including welding, fittings like

elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing

the pipe on the wall/ceiling with suitable clamp/support frame

and painting with two or more coats of synthetic enamel paint of

required shade complete as required :

For WB, Urinal FT & FD and Sink Drain pipe

18.8.3 40 mm dia nominal bore Metre 15.00 889.42 13341.29 0.00

18.8.4 50 mm dia nominal bore Metre 9.00 992.17 8929.51 0.00

38.00 12.41 Providing & fixing on wall face unplasticised -Rigid PVC rain

water pipes conforming to IS:13592 Tyape A included jointing

with seal ring conforning to IS:5382 leaving 10 mm gap for

thermal expansion. (i)Single socketed pipes. 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

39.00 12.42 Providing, fixing on wall face unplasticised - PVC moulded fittings

/accessories for unplasticised - Rigid PVC rain water pipes

conforming to IS ; 13592 Type A including jointing with seal ring

conforming to IS ; 5382 leaving 10 mm gap for thermal

expansion. 0.00

12.42.1.2 Coupler -110 mm diameter Each 6.00 145.72 874.33 0.00

39.00 NS 5 Providing and fixing of 110x75 mm dia uPVC Balcony Drain

Total C/F to Summary 5,42,789.37 17,674.89

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

C Internal Water Supply

41.00 18.70 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 testing of joints

complete as per direction of Engineer in Charge.

Internal Work - Exposed on Wall

a 18.7.3 25 mm nominal outer dia .Pipes. Metre 10.00 429.78 4297.79 0.00

a 18.7.4 32 mm nominal outer dia .Pipes. Metre 55.00 555.22 30537.00 0.00

b 18.7.5 40 mm nominal outer dia .Pipes. Metre 20.00 752.37 15047.35 0.00

18.7.6 50 mm nominal outer dia .Pipes. Metre 10.00 999.82 9998.21 0.00

42.00 ,18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all

CPVC plain & brass threaded fittings i/c fixing the pipe with

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

fittings with one step CPVC solvent cement and the cost of

cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work including cutting chases and making good the

a 18.8.2 20 mm nominal outer dia .Pipes. Metre 130.00 575.39 74801.13 0.00

b 18.8.3 25 mm nominal outer dia .Pipes. Metre 25.00 671.35 16783.64 0.00

43.00 ,18.10 Providing and fixing G.I. pipes with two coats of anti-corrosive

bitumastic paint of approved quality : complete with G.I. fittings

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

Internal work - Exposed on Wall

a 18.10.1 & 15 mm dia nominal bore

b 18.10.2 & 20 mm dia nominal bore

44.00 Fire DSR - 18.8 Providing, laying, testing & commissioning of 'B' class heavy duty

G.I. pipe conforming to IS 1239 including welding, fittings like

elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing

the pipe on the wall/ceiling with suitable clamp/support frame

and painting with two or more coats of synthetic enamel paint of

required shade complete as required :

c DSR Fire-18.8.1 25 mm dia nominal bore

d DSR Fire-18.8.2 32 mm dia nominal bore

e DSR Fire-18.8.3 40 mm dia nominal bore

f DSR Fire-18.8.4 50 mm dia nominal bore

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

45.00 DSR-18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick

work in cement mortar 1:4 (1 cement :4 coarse sand) for stop

cock, with C. I. surface box 100x100 x75 mm (inside) with hinged

cover fixed in 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 40 mm 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 :

a 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class

46.00 DSR-18.48 Providing and placing on terrace (at all floor levels) polyethylene

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

locking arrangement and making necessary holes for inlet, outlet

and overflow pipes but without fittings and the base support for

47.00 DSR-18.77 Making core cutting machine up to 15x15 cm in R.C.C. floors and

roofs for passing drain pipe etc. and repairing the hole after

insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement

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

including finishing complete so as to make it leak proof.

48.00 18.17 Providing and fixing gun metal gate valve with C.I. wheel of

approved quality (screwed end) : 0

49.00 DSR Fire- Supplying, fixing, testing and commissioning of butterfly

18.11.5 valve of PN 1.6 rating with bronze/gunmetal seat duly ISI

marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required : 0.00

50.00 18.19 Providing and fixing gun metal non- return valve of approved

quality (screwed end) : 0.00

51.00 NS - 6 Providing and fixing forged brass ball valve of brass body with

hard chrome plated steel ball inside PTFE (Teflon) seat & ring

with chrome plated centre handle with female BSP threads

complete in all respects. 0

a 15 mm nominal bore Each 10.00 368.00 0.00 3680.00

b 20 mm nominal bore Each 14.00 513.00 0.00 7182.00

52.00 NS - 7 Providing and fixing forged brass single acting air release valve

with screwed inlet 25 mm dia. Each 6.00 656.00 0.00 3936.00

53.00 Providing and fixing ball valve (brass) of approved quality, High

18.18 or low pressure, with plastic floats complete :.

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

Total C/F to Summary 512542.43 14798.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

3.0 External Sewerage System

54.0 DSR-2.10 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides,

ramming of bottoms, depth upto 1.5 m, including getting out

the excavated soil, and then returning the soil as required, in

layers not exceeding 20 cm in depth, including consolidating

each deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed, within a lead of 50 m :

a 2.10.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

55.0 DSR-2.11 Extra for excavating trenches for pipes, cables etc. in all kinds

of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate

is over corresponding basic item for depth upto 1.5 metre).

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

Fixing SW Gully Trap Grade A Complete CI Grating, brick

masonry chamber and water tight CI cover frame of 300 x 300

mm size (inside) square mouth traps or "P" or "S" Type Traps. 0

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

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

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

aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8

graded stone aggregate 40 mm nominal size), inside

plastering 12 mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with floating coat of neat cement

and making 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 : 0

a (A) Inside size 90×80 cm and 45 cm deep including C.I. cover

with frame (light duty) 455x610 mm internal dimensions,

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

(weight of cover 23 kg and weight of frame 15 kg) : With

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

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

with frame (medium duty) 500 mm internal diameter, total

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

of cover 58 kg and weight of frame 58 kg)

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

58.0 18.8.1.1 Extra over item No. 25.4 for every additional depth of 0.10 m.

or part there of manhole. 0.00

a 19.8 Extra for depth for manholes 0.00

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

designation 7.5 metre 5.00 9445.83 47229.13 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

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

designation 7.5 metre 6 11329.66 67977.96 0.00

59.0 ,19.16 Providing orange colour safety foot rest of minimum 6 mm

thick plastic encapsulated as per IS : 10910 on 12mm dia steel

bar conforming to IS : 1786 having minimum cross section as

23 mmx25mm and over all minimum length 263 mm and

width as 165mm with minimum 112 mm space between

protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing

and suitable to with stand the bend test and chemical

resistance test as per specifications and having manufacture's

permanent identification mark to be visible even after fixing,

including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) complete as per design.

7 DSR-19.6 Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of cement

mortar in the proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete : 0.00

60.0 DSR-19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5

coarse sand : 10 graded stone aggregate 40 mm nominal size)

up to haunches of RCC. pipes including bed concrete as per

standard design : 0.00

61.00 19.21.1 Making connection of drain or sewer line with existing

manhole including breaking into and making good the walls,

floors with cement cincrete 1:2:4 mix (1cement: 2 coarse sand

: 4 graded stone aggregate 20mm nominal size) cement

plastered on both sides with cement mortar 1:3 (1cement : 3

coarse sand) finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete for

Size :- Length = 3.0 M. Width = 2.0 M Total Depth =

Earth work in excavation over areas including disposal of

excavated earth, lead upto 50m, disposed earth to be levelled 0

62.00 and neatly dressed.

2.6.1 In all kind of soil upto 1.5m depth Cum 28.80 189.98 5471.37 0.00

2.26 In all kind of soil upto 1.5m to 3.0m. depth Cum 21.30 135.71 2890.71 0.00

4.1.3 Providing and laying of cement concrete in base excluding the

cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse

sand : 4 gradded stone aggregae 40mm nominal size)

6.1.1A Brick work with brick of class designation 150 in foundation

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

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

5.3 Reinforced cement concrete work in slab with 1:2:4 (1 cement

: 2 course sand : 4 graded stone aggregate 20mm normal

5.22.6 Reinforcement for R.C.C. work including, straightening,

cutting bending binding and placing in position complete.

Thermo-Mechanically Treated bars of grade Fe-500D or more

5.9.3 Centring and shuttering including struting , proping etc and

67.00 removal of form for slab. Sqm 153.00 992.44 151842.66 0.00

13.14 15mm cement plaster on rough side of mix 1:4 (1 cement : 4

19.15.1 Providing M.S. foot rest including fixing with 20x20x10 cm.

cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

gradded aggregate of nominal size 20mm ) as per standard

69.00 design with 20x20mm sq bars. Nos. 12.00 582.99 6995.91 0.00

7087 Providing and fixing C.I. tee at the inlet and outlet of septic

71.00 17.35.2.1 Providing & fixing 75mm dia vent pipes. Rm. 2.50 1118.20 2795.49 0.00

72.00 17.56.2.1 Providing & fixing of 75mm dia cast iron terminal guard. No. 2.00 420.52 841.04 0.00

19.19 Providing and fixing in position precast RCC manhole cover

73.00 and frame of required shape and approved quality. 0.00

19.19.2.2 M.D. -10- Circular shape 500mm internal diameter No. 3.00 1255.03 3765.10 0.00

19.19.1.3 M.D. -2.5- Circular shape 450mm internal diameter No. 3.00 1251.88 3755.63 0.00

19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45

cm dry brick honey comb shaft with bricks of class

designation 75 and S.W. drain pipe 100 mm diameter, 1.8m

74.00 long complete as per standard design. No. 1.00 28750.29 28750.29 0.00

Total C/F to Summary 0 791631.68 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

4.0 External Water Supply 0

1 18.12 Providing and fixing G.I. pipes with two coats of anti-orrosive

bitumastic paint complete with G.I. fittings including

trenching and refilling etc. 0

External work 0

a 18.40.3 25 mm dia nominal bore Metre 10 500.63 5006.33 0.00

18.40.6 50 mm dia nominal bore Metre 65 815.73 53022.39 0.00

2 DSR-18.41 Providing and filling sand of grading zone V or coarser grade,

allround the G.I. pipes in external work : 0

a 18.41.3 25 mm dia nominal bore Metre 10 172.00 1719.97 0.00

b 18.41.5 50 mm dia nominal bore Metre 65 185.64 12066.83 0.00

3 DSR-18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick

work in cement mortar 1:4 (1 cement :4 coarse sand) for stop

cock, with C. I. surface box 100x100 x75 mm (inside) with

hinged cover fixed in 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 40

mm 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 :

a 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class

4 ,18.33 Constructing masonry Chamber brick work with common

burnt clay F.P.S.(non modular) bricks of class designation 150

in brick work in cement mortar 1:4 (1 cement : 4 coarse sand)

for sluice valve, with C.I. surface box 100 mm top diameter,

160 mm bottom diameter and 180 mm deep (inside) with

chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size ), i/c

necessary excavation, foundation concrete 1:5:10 (1 cement :

5 fine sand : 10 graded stone aggregate 40 mm nominal size )

and inside plastering with cement mortar 1:3 (1 cement : 3

coarse sand) 12 mm thick, finished with a floating coat of neat

cement complete as per standard design :

6.0 18.17 Providing and fixing gun metal gate valve with C.I. wheel of

approved quality (screwed end) : 0

a 18.17.1 25 mm nominal bore Each 1 666.15472 666.15

Total C/F to Summary 0 87,339.21 -

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

5.0 Storm Water Drainage System 0

1.0 DSR-2.10 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides,

ramming of bottoms, depth upto 1.5 m, including getting out

the excavated soil, and then returning the soil as required, in

layers not exceeding 20 cm in depth, including consolidating

each deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed, within a lead of 50 m :

2.0 2.10.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

3.0 2.11 Extra for excavating trenches for pipes, cables etc. in all kinds

of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate

is over corresponding basic item for depth upto 1.5 metre).

4 DSR-19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5

coarse sand : 10 graded stone aggregate 40 mm nominal size)

up to haunches of S.W. pipes including bed concrete as per

standard design : 0.00

3 ,19.16 Providing orange colour safety foot rest of minimum 6 mm

thick plastic encapsulated as per IS : 10910 on 12mm dia steel

bar conforming to IS : 1786 having minimum cross section as

23 mmx25mm and over all minimum length 263 mm and

width as 165mm with minimum 112 mm space between

protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing

and suitable to with stand the bend test and chemical

resistance test as per specifications and having manufacture's

permanent identification mark to be visible even after fixing,

including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) complete as per design.

4.0 DSR-19.6 Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of cement

mortar in the proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete : 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

5.00 19.13. Constructing brick masonry circular manhole 1.52 m internal

dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1

cement : 4 coarse sand) inside cement plaster 12 mm thick

with cement mortar 1:3 (1 cement : 3 coarse sand) finished

with a floating coat of neat cement, foundation concrete 1:3:6

(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm

nominal size) and making necessary channel in cement

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

aggregate 20 mm nominal size) finished with a floating coat of

neat cement, all complete as per standard design

a 19.13.1 2.30 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 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 plaster at the external surface

shall be paid for separately) :

19.13.1.1 with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 Each 1 51731.24 51731.24 0.00

6 19.14 Extra depth for circular type manhole 1.52 m internal dia (at

bottom) beyond 2.30 m : 0.00

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

designation 7.5 Metre 1 25705.61 25705.61 0.00

7.00 DSR-19.27 Constructing brick masonry road gully chamber 50x45x60 cm

with bricks in cement mortar 1:4 (1 cement : 4 coarse sand)

including 500x450 mm pre-cast R.C.C. horizontal grating with

frame complete as per standard design

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

class designation 7.5 Each 10 6376.74037 63767.40

8.00 19.21.1 Making connection of drain or sewer line with existing

manhole including breaking into and making good the walls,

floors with cement cincrete 1:2:4 mix (1cement: 2 coarse sand

: 4 graded stone aggregate 20mm nominal size) cement

plastered on both sides with cement mortar 1:3 (1cement : 3

coarse sand) finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete for

pipes 100 to 230mm dia. EACH 1 867.42 867.42

Total C/F to Summary 0 5,02,995.83 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

6.0 Rain Water Harvesting System 0

1.0 DSR-2.6 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 geting out and

disposal of excavated earth, lead upto 50m and lift upto 1.5m, as

directed by Engineer-in-Charge. 0

2.0 DSR-2.25 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

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

a DSR-2.26 Extra for every additional lift of 1.5 m or part thereof in. 0.00

3.0 DSR-4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work up

to plinth level : 0.00

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40

mm nominal size). Cum 4 7290.88 29163.53 0.00

4.0 DSR-5.3 Reinforced cement concrete work in beams, suspended floors,

roofs having slope up to 15° landings, balconies, shelves,chajjas,

lintels, bands, plain window sills, staircases and spiral stair cases

up to floor five level excluding the cost of centering, shuttering,

finishing & reinforcement with1:2:4 (1 cement: 2 coarse sand: 4

graded stone aggregate 20 mm nominal size)

5.0 DSR-5.9 Centring and shuttering including stutting, propping etc. and

removal of form for: 0.00

6.0 5.9.3 Suspended floors, roofs, landings, balconies and acees platform

7.0 DSR-5.22 Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete.

5.22.6 Thermo-Mechanically Treated bars of Grade Fe-500D or More.

8.0 DSR-6.1 Brick work with F.P.S. bricks of class designation 75 in foundation

and plinth in: 0.00

6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) Cum 26 7888.81 205108.97 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

9.0 DSR-19.16 Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS: 10910 on 12mm dia steel bar

conforming to IS :1786 having minimum cross section as 23 mm x

25 mm and over all minimum length 263mm and width as

165mm with minimum 112mm space between protruded legs

having 2mm tread on top surface by ribbing or chequering

besides necessary and adequate anchoring projections on tail

length on 138mm as per standard drawing and suitable to with

stand the bend test and chemical resistance test as per

specifications and heaving manufactures 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 20mm

nominal size )complete as per design.

10.00 DSR-19.19 Providing and fixing in position precast RCC manhole cover and

frame of required shape and approved quality. 0.00

19.19.3.1 HD-20 circular shape 560 mm internal diameter. Each 3 1538.72 4616.15 0.00

11.00 DSR-23.1 Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including

collecting samples from different strata, preparing and

submitting strata chart/bore log, including hire & running

charges of all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer –in-charge,

upto 90 metre depth below ground level.

a 23.1.1 All types of soil 0.00

b 23.1.1.1 300 mm dia Metre

12.00 DSR-23.3 Supplying, assembling, lowering and fixing in vertical position in

bore well, unplasticized PVC medium well casing (CM) pipe of

required dia, conforming to IS: 12818, including required hire and

labour charges, fittings & accessories etc. all complete, for all

depths, as per direction of Engineer –in-charge.

23.3.2 150 mm nominal size dia. Metre

13.00 DSR-23.4 Supplying, assembling, lowering and fixing in vertical position in

bore well unplasticized PVC medium well screen (RMS) pipes

with ribs, conforming to IS: 12818, including hire & labour

charges, fittings & accessories etc. all complete, for all depths, as

per direction of Engineer-in-charge.

23.4.2 150 mm nominal size dia. Metre

14.00 DSR-23.5 Supplying, filling, spreading & levelling stone boulders of size

range 5 cm to 20 cm, in recharge pit, in the required thickness,

for all leads & lifts, all complete as per direction of Engineer-in-

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

15.00 DSR-23.6 Supplying, filling, spreading & levelling gravels of size range 5

mm to 10 mm, in the recharge pit, over the existing layer of

boulders, in required thickness, for all leads & lifts, all complete

as per direction of Engineer-in-charge. Cum 8 1646.39 13171.11 0.00

16.00 DSR-23.7 Supplying, filling, spreading & levelling coarse sand of size range

1.5 mm to 2 mm in recharge pit, in required thickness over gravel

layer, for all leads & lifts, all complete as per direction of

Engineer –in-charge. Cum 8 1646.39 13171.11 0.00

17.00 DSR-23.14 Providing and fixing M.S. clamp of required dia to the top of

casing/ housing pipe of tubewell as per IS: 2800 (part I), including

necessary bolts & nuts of required size complete. 0.00

Total C/F to Summary 0 5,04,269.97 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

7.00 BORE WELL 0.00

1.00 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including

collecting samples from different strata, preparing and

submitting strata chart/ bore log, including hire & running

charges of all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer -in-charge,

upto 90 metre depth below ground level.

All types of soil. 0.00

23.1.1.1 300 mm dia. Metre

2.00 23.2 Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including

collecting samples from different strata, preparing and

submitting strata chart/ bore log, including hire & running

charges of all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer -in-charge,

beyond 90 metre & upto 150 metre depth below ground level.

23.2.1 All types of soil. 0.00

23.2.1.1 300 mm dia. Metre

3.00 23.1 Supplying, assembling, lowering and fixing in vertical position in

bore well, ERW (Electric Resistance Welded) FE 410 mild steel

screwed and socketed/plain ended casing pipes of required dia,

conforming to IS: 4270, of reputed & approved make, including

painted with outside surface with two coats of anticorrosive

paint of approved brand and manufacture, including required

hire & labour charges,

fittings & accessories, all complete, for all depths, as per

direction of Engineer-in-charge.

23.10.2 150 mm nominal size dia having minimum wall thickness Metre

23.11 Supplying, assembling, lowering and fixing in vertical position in

bore well, ERW (Electric Resistance Welded) FE 410 plain slotted

(having slot of size 1.6/3.2 mm) mild steel threaded and

socketed/ plain bevel ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and approved make, having

wall thickness not less than 5.40 mm, including painted with

outside surface with two coats of anticorrosive bitumestic paint

of approved brand and manufacture, including hire & labour

charges, fittings & accessories, all complete, for all depths, as

per direction of Engineer -in-charge.

23.11.2 150 mm nominal size dia Metre

Fire DSR 2022 Providing, laying, testing&commissioningof 'B' class

18.8 heavydutyG.I. pipeconforming to IS1239 including welding,

fittings likeelbows, tees, flanges, tapers,nuts,

bolts,gasketsetc.andfixingthepipeonthewall/ceiling

withsuitableclamp/support frameandpaintingwithtwo

or more coats of synthetic enamel paint of required shade

complete as required 0.00

Digitally signed by PRIYA

Name of Project : CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM BUILDING AT BTPS DVC, JHARKHAND

Name of Work : Plumbing Works

Ref. DSR- 2023 with CI

S. No. Description of Item Unit Qty

2023/MR and DSR NSR

18.8.4 50 mm dia Metre

4.00 23.8 Gravel packing in tubewell construction in accordance with IS: Cum

4097,including providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual requirement, all complete

as per direction of Engineer-in-charge.

5.00 23.12 Development of tube well in accordance with IS : 2800 (part I) Hour

and IS: 11189, to establish maximum rate of usable water yield

without sand content (beyond permissible limit), with required

capacity air compressor, running the compressor for required

time till well is fully developed, measuring yield of well by "V"

notch method or any other approved method, measuring static

level & draw down etc. by step draw down method, collecting

water samples & getting tested in approved laboratory, i/c

disinfection of tubewell, all complete, including hire & labour

charges of air compressor, tools & accessories etc., all as per

requirement and direction of Engineer-in-charge.

6.00 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the

bottom of pipe assembly of tubewell as per IS:2800 (part I).

23.15.2 150 mm nominal size dia Each 2 344.64 689.27

DSR Fire-18.11 Supplying, fixing, testing and commissioning of butterfly valve of

PN 1.6 rating with bronze/gunmetal seat duly ISI marked

complete with nuts, bolts, washers, gaskets conforming to IS

13095 of following sizes as required : 0.00

6.00 NS-8 Supply, Installation, testing & Commissioning of suitable capacity Set

and type of submersible pump set capable to discharge 25,000

ltrs. of clean filtered water from a 250 mm x 150 mm deep

tubewell at a total head of 60 meter, complete with control

panel, 35 metres of suitable size G.I. column pipe, bend, gate

valve nipple supporting clamp, 35 metres of neoprene cable etc.

complete as required. 1 75066.00 0.00 75066.00

Digitally signed by PRIYA

Name of Project : PROPOSED SWITCHYARD CONTROL ROOM BUILDING AT BOKARO THERMAL POWER STATION AT JHARKHAND .

CONSTRUCTION OF TWO-STOREYED SWITCHYARD CONTROL ROOM

BUILDING AT BTPS DVC, JHARKHAND

Final Abstract (FIREFIGHTING WORKS)

Amount as per Amount as per

DSR -2022 Items Non -Scheduled

S. No. Description

I. FIRE PUMPS AND HYDRANT WORKS 23,55,453.20 -

II. PIPING FOR FIRE FIGHTING SYSTEM 38,20,181.03 -

III FIRE EXTINGUSHER AND HYDRANT 4,34,506.55

IV FIRE ELECTRICAL PANEL 4,90,121.99

GRAND TOTAL 71,00,262.77

GRAND TOTAL 71,00,262.77

Digitally signed by PRIYA

Name of Project : PROPOSED SWITCHYARD CONTROL ROOM BUILDING AT BOKARO THERMAL POWER STATION AT JHARKHAND .

DETAILED ESTIMATE

S. NO. (DSR-2022) RATE (DSR-

correction AMOUNT (IN

UNIT QTY factor ) RS.)

SUBHEAD-I(A): FIRE PUMPS AND HYDRANT WORKS (NON SCHEDULED ITEMS)

1 1 FIRE PUMPS - ELECTRICAL

(a) Horizontal type, multistage, centrifugal, split casing pump

of cast iron body & bronze impeller with stainless steel shaft,

mechanical seal conforming to IS 1520.

(b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed

1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply

with IP 55 protection for enclosure, horizontal foot mounted type with

Class-'F' insulation, conforming to IS-325.

c) M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

(d) Suitable cement concrete foundation duly plastered with anti

vibration pads.

a) Supplying, installation, testing and commissioning of electric driven

pressurisation pump suitable for automatic operation and consisting of

2 following, complete in all respects, as required : (Jockey Pump) -

b) Horizontal type, multistage, centrifugal pump of cast iron body and

bronze impeller with stainless steel shaft, mechanical seal conforming

c) Suitable HP squirell cage induction motor TEFC type suitable for

operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of

protection for enclosure, horizontal foot mounted type with Class-'F'

insulation, conforming to IS : 325. -

c) M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required. -

(d) Suitable cement concrete foundation duly plastered with anti

vibration pads. -

Digitally signed by PRIYA

Name of Project : PROPOSED SWITCHYARD CONTROL ROOM BUILDING AT BOKARO THERMAL POWER STATION AT JHARKHAND .

S. NO. (DSR-2022) RATE (DSR-

correction AMOUNT (IN

UNIT QTY factor ) RS.)

3 3 FIRE PUMPS - DIESEL -

a) Supplying, installation, testing and commissioning of diesel

engine driven main fire pump suitable for automatic operation and

consisting of following, complete in all respects, as required : (Diesel

Drive Pump)Horizontal type, multistage, centrifugal pump of cast of

iron body and bronze impeller with stainless steel shaft, mechanical

seal conforming

b) Suitable HP, to IS 1520.

1500 RPM water cooled with radiator, diesel engine -

conforming to relevant IS standard complete with auto starting

mechanism, 12 /24 volts electric starting equipment, diesel tank,

exhaust pipe extended upto 10 m outside pump house duly insulated

with 50 mm thick glass wool with 1.0 mm thick aluminium sheet

cladding, residential silencer, instruments and protection as per

standard specification, stop solenoid for auto stop in the event of fault

with audio ndications, painted with post office red colour etc. as

c) M.S fabricated, common base plate, coupling, coupling guard,

foundation bolts etc. as required.Suitable cement concrete foundation

duly plastered and with anti vibration pads. -

Supplying, installation, testing and commissioning of electric driven

terrace pump suitable for automatic operation and consisting of

4 18.4 following, complete in all respects, as required: (Terrace Pump) -

Horizontal type, multistage, centrifugal pump of cast of iron body and

bronze impeller with stainless steel shaft, mechanical seal conforming

Suitable HP squirell cage induction motor TEFC type suitable for

operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of

protection for enclosure, horiziontal foot mounted type with Class-'F'

insulation, conforming to IS-325. -

M.S fabricated, common base plate, coupling, coupling guard,