Construction of M.P. Hall at various JNVs in the state of Meghalaya

NAME OF WORK :- Construction of MP Hall at various location of JNV in the state of Meghalaya.

SUMMARY OF COST

S.NO DESCRIPTION Amount on Amount on Amount on

DSR-2023 DSR-2022 Non- DSR

A Multipurpose Hall

2 Internal Electrical Work 1,00,32,650.88 30,78,178.25

3 Internal Plumbing Work 36,72,614.47 19,05,052.82

B External Development Cost

1 External Electrical Work 17,67,741.50 7,91,992.18

2 External Plumbing Work 52,83,971.28 13,82,375.95

Total External Development work (B) 52,83,971.28 17,67,741.50 21,74,368.13

GRAND TOTAL 26,67,53,339.58

GRAND TOTAL 26,67,53,339.58

Digitally signed by VARUN

NBCC INDIA LIMITED

NAME OF WORK :- Construction of MP Hall at various location of JNV in the state of Meghalaya.

ABSTRACT OF COST

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

1 Earth work in excavation by mechanical means (Hydraulic 2.6

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

1.5 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and for all lift, as

directed by Engineer-in-charge.

2 Earth work in excavation by mechanical means (Hydraulic 2.7

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

1.5 m in width aswell 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.

3 Earth work in excavation by mechanical means (Hydraulic 2.8

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of

sides and ramming of bottoms, lift upto 1.5 m, including getting out

the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

4 Filling available excavated earth (excluding rock) in trenches, plinth, 2.25 4847.36 CUM 253.64 12,29,484.39

sides of foundations etc. in layers not exceeding 20cm in

depth,consolidating each deposited layer by ramming and watering,

lead upto 50 m and lift upto 1.5 m.

5 Extra for every additional lift of 1.5 m or part thereof in excavation 2.26

/banking excavated or stacked materials.

6 Supplying and filling in plinth with sand under floors, including 2.27 904.06 CUM 2,748.32 24,84,646.18

watering, ramming,consolidating and dressing complete.

7 Supplying chemical emulsion in sealed containers including delivery 2.34

Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 2.34.1 6377.00 Ltr 303.79 19,37,268.83

8 Diluting and injecting chemical emulsion for POST- 2.35

CONSTRUCTIONAL anti-termite treatment (excluding the cost of

chemical emulsion) :

Treatment of soil under existing floors using chemical emulsion @ 2.35.3

one litre per hole, 300 mm apart including drilling 12 mm diameter

holes and plugging with cement mortar 1 :2 ( 1 cement: 2 Coarse

sand) to match the existing floor:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 2.35.3.1 8162.00 sqm 401.23 32,74,839.26

B Concrete Work

9 Providing and laying in position cement concrete of specified grade 4.1.8 1149.32 CUM 8,815.34 1,01,31,646.57

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

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

natural sources : 8 graded stone aggregate 40 mm nominal size

derived from natural sources)

10 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 4.17 894.53 SQM 969.66 8,67,389.96

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

aggregate 20 mm nominal size derived from natural sources) over

75mm thick bed of dry brick ballast 40 mm nominal size, well

rammed and consolidated and grouted with fine sand,including

necessary excavation,levelling & dressing & finishing the top

11 Brick edging in full brick width and half brick depth including 16.7.1 1192.66 RM 251.44 2,99,882.43

excavation, refilling and disposal of surplus earth lead upto 50

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

designation 7.5

C Reinforced Cement Concrete

12 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

(a) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 939.68 SQM 507.48 4,76,868.81

(b) Walls (any thickness) including attached pilasters, butteresses, 5.9.2 85.86 SQM 1,090.27 93,610.58

plinth and string courses etc.

(c) Suspended floors, roofs, landings, balconies and access platform. 5.9.3 3531.50 SQM 1,199.94 42,37,588.11

(d) Lintels, beams, plinth beams, girders, bressumers 5.9.5 6575.10 SQM 952.97 62,65,873.05

(e) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 4776.84 SQM 1,244.01 59,42,436.73

(f) Edges of slabs and breaks in floors and walls Under 20 cm wide. 5.9.16.1 862.03 metre 269.88 2,32,644.66

13 Extra for additional height in centering, shuttering where ever 5.11.1 2579.99 SQM 497.32 12,83,080.63

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

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

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

Suspended floors, roofs, landing, beams and balconies (Plan area

to be measured)

Digitally signed by VARUN

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

14 Steel reinforcement for R.C.C. work including straightening, cutting, 5.22.6 148462.44 kg 139.57 2,07,20,902.75

bending, placing in position and binding all complete upto plinth

level. Thermo-Mechanically Treated bars of grade Fe-500D or

15 Steel reinforcement for R.C.C. work including straightening, cutting, 5.22.A.6 130410.14 kg 139.57 1,82,01,343.24

bending, placing in position and binding all complete above plinth

level. Thermo-Mechanically Treated bars of grade Fe-500 D or

16 Add for plaster drip course/ groove in plastered surface or moulding 5.30 3919.02 RM 101.46 3,97,623.77

to R.C.C. projections.

17 Providing and laying in position ready mixed or site batched design 5.33

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,

recommended proportions as per IS: 9103 to accelerate / retard

setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per direction of the

engineer-in-charge; for the following grades of concrete.

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

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

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

minimum cement content, the contractor shall have discretion to

either re-design the mix

or bear the cost of extra cement.

(I) All works upto plinth level 5.33.1

Concrete of M30 grade with minimum cement content of 350 5.33.1.1

Concrete of M30 grade with minimum cement content of 350 5.33.1.2

(II) All works above plinth level upto floor V level 5.33.2

Concrete of M30 grade with minimum cement content of 350 kg /cum

Concrete of M30 grade with minimum cement content of 350 5.33.2.2

D Masonry Work

18 Half brick masonry with common burnt clay F.P.S. (non modular) 6.13.2 1200.99 SQM 1,454.30 17,46,599.76

bricks of class designation 7.5 in superstructure above plinth level

up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)

19 Extra for providing and placing in position 2 Nos 6mm dia. M.S. 6.15 1200.99 SQM 135.62 1,62,878.26

bars at every third course of half brick masonry.

20 Brick work with non modular fly ash bricks conforming to IS:12894, 6.34.2 1854.09 CUM 11,326.59 2,10,00,517.25

class designation 10 average compressive strength in

superstructure above plinth level up to floor V level in : Cement

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

21 Brick work with common burnt clay F.P.S. (non modular) bricks of 6.1.2 723.03 CUM 9,229.77 66,73,400.60

class designation 7.5 in foundation and plinth in:

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

E Cladding Work

22 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills , facias and similar locations of

required size, approved shade, colour and texture laid over 20 mm

thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints

treated with white cement, mixed with matching pigment, epoxy

touch ups, including rubbing, curing, moulding and polishing to

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

23 Providing edge moulding to 18mm thick marble stone counters,

Vanities etc. including machine polishing to edge to give high gloss

finish etc. complete as per design approved by Engineer-in-Charge.

24 Extra for fixing marble /granite stone over and above corresponding 8.4 466.20 RM 735.75 3,43,006.65

basic item, in facia and drops of width upto 150 mm with epoxy

resin based adhesive including cleaning etc. complete.

Digitally signed by VARUN

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

25 Extra for providing opening of required size & shape for wash 8.5 63.00 EACH 1,266.53 79,791.39

basins/ kitchen sink in kitchen platform, vanity counters and similar

location in marble/Granite/stone work including necessary holes for

pillar taps etc. including moulding, rubbing and polishing of cut

edges etc. complete.

26 Providing and fixing Ist quality ceramic glazed wall tiles conforming 8.31 2154.11 SQM 1,640.84 35,34,549.85

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

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

green, black of any size as approved by Engineer-in-Charge, in

skirting, risers of steps and dados, over 12 mm thick bed of cement

mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement

slurry @ 3.3kg per sqm, including pointing in white cement mixed

with pigment of matching shade complete.

(Size-300x450 )

F Wood and PVC Work -

27 Providing and fixing panelling or panelling and glazing in panelled or 9.7

panelled and glazed shutters for doors, windows and clerestory

windows(Area of opening for panel inserts excluding portion inside

grooves orrebates to be measured). Panelling for panelled or

panelled and glazed

shutters 25 mm to 40 mm thick.

Float glass panes 9.7.7

5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). 9.7.7.2 158.76 SQM 3,365.22 5,34,262.33

28 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door 9.121 532.35 RM 738.86 3,93,332.12

Frames of cross-section 90 mm x 45 mm having single rebate of 32

mm x 15 mm to receive shutter of 30 mm thickness. The laminate

shall be moulded with fire resistant grade unsaturated polyester

resin and chopped mat. Door frame laminate shall be 2mm thick

and shall be filled with suitable wooden block in all the three legs.

The frame shall be covered with fiber glass from all sides. M.S. stay

shall be provided at the bottom to steady

29 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door 9.122.2 174.02 SQM 5,809.11 10,10,901.32

shutter in different plain and wood finish made with fire

retardant grade unsaturated polyester resin, moulded to 3

mm thick FRP laminate all around, with suitable wooden

blocks inside at required places for fixing of fittings and

polyurethane foam (PUF)/Polystyrene foam to be used as

filler material throughout the hollow panel, casted

monolithically with testing parameters of F.R.P. laminate

conforming to table - 3 of IS: 14856, complete as per direction

of Engineer-in-charge.

30 Providing and fixing factory made uPVC glazed/wire mesh 9.147

windows/doors comprising of lead free uPVC multi-chambered

frame, sash andmullion/coupler (where ever required) extruded

profiles having minimumwall thickness of 1.70 mm for Series R1

and R2 profiles and 2.10 mmfor 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,

uPVCextruded glazing beads, interlocks and Inline sash adaptor

ever required) of appropriate dimension, EPDM gasket, hardware,

304 grade fasteners of minimum 8 mm dia with countersunk head,

comprising of matching polyamide PA6 grade sleeve for fixing

to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic

caps and necessary stainless steel screws etc. Profile of frame,

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

frame and adjacent finished wall shall be filled with weather proof

sealant over backer rod of approved size and quality, all complete

per approved drawing conforming to CPWD specification &

Engineer-in-Charge. Section of steel reinforcement and cross

Fixed window / ventilator with mullion / transom. 9.147.C2

Using R1 series with frame (33 mm & above ) x (35 mm & above) & 9.147.C2.1 158.76 SQM 11,847.65 18,80,932.91

mullion (33 mm & above)x (50 mm & above). (Height upto 0.90

31 Providing and fixing fire resistant door frame of section 50 x 60 mm 9.161 49.70 RM 2,850.75 1,41,682.28

on horizontal side & 35 x 60 mm on vertical sides having built in

rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less

than 120gm/m²) suitable for mounting 120 min Fire Rated Glazed

Door Shutters. The frame shall be filled with Mineral wool Insulation

having density min 96Kg/m³ . The frame will have a provision of G.I.

Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal

style of size M10 x 80 ) suitable for fixing in the opening along with

Factory made Template for SS Ball Bearing Hinges of Size

100x89x3mm for fixing of fire rated glazed shutter . The frame shall

be finished with a approved fire resistant primer or Powder coating

of not less than 30 micron in desired shade as per the directions of

Engineer - in- charge . (Cost of SS ball bearing hinges is excluded).

Digitally signed by VARUN

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

32 Providing and fixing 60 mm thick glazed fire resistant door shutters 9.162 35.70 SQM 15,552.24 5,55,214.97

of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-

tested and certified as per laboratory approved by Engineer-in-

charge, with suitable mounting on door frame, consisting of vertical

styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of

110 mm x 60mm made out of 1.6mm thick G.I. sheet (zinc coating

not less than120gm/m²) duly filled mineral wool insulation having

density min 96 kg/m³ and fixing with necessary stainless steel ball

bearing hinges of size100x89x3mm of approved make, including

applying a coat of approved fire resistant primer or powder coating

not less than 30 micron etc all complete as per direction of

Engineer-in-charge (panelling to be paid for seperately).

33 Providing and fixing glazing in fire resistant door shutters, fixed 9.164 1.26 SQM 56,522.81 71,218.74

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 and150 mm c/c , including applying a coat of approved

fire resistant primer/powder coating of not less than 30 micron on

G.I. beading, & special ceramic tape of 5 x 20 mm size etc

complete in all respect as per NBC 2016, IS 16231 (Part 3):2016

and as per direction of Engineer-incharge with glass of required

thickness having 120 minutes of fire resistance both integrity &

radiation control (EW120) and minimum 20minutes 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.

34 Providing and fixing bright /matt finished Stainless Steel handles of 9.165.1 182.00 NOS 154.26 28,075.32

approved quality & make with necessary screws etc all complete.

35 Providing & fixing Stainless steel sliding door bolts ISI marked M.R. 91.00 NOS 719.00 65,429.00

anodised (anodic coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour or shade with nuts and

screws etc complete. (a) 250mm x 16mm .

36 Providing and fixing stainless steel towerbolts (barrel type) with

necessary screws etc. complete.

37 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ 21.8.1 1546.30 RM 125.20 1,93,596.76

Stone work by providing weather silicon sealant over backer rod of

approved quality as per architectural drawings and direction of

Engineer-in-charge complete.

Upto 5mm depth and 5 mm width

Steel work in built up tubular (round, square or rectangular hollow 10.16

tubes etc.) trusses etc., including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer, including

welding and bolted with special shaped washers etc. complete.

38 Steel work in built up tubular (round, square or rectangular hollow 10.16.1 19250.00 KG 251.57 48,42,722.50

tubesetc.) trusses etc., including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer, including

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

finished welded type tubes

39 Designing, Providing, installing and fixing factory finished customed 26.62 350.00 KG 235.59 82,456.50

design pregalvanized high tensile steel joists manufactured from

G350 Z275 confirming to IS:277-1992, minimum coating of

galvanizing 275 gm/sqm, minimum yield stress 35 MPa & minimum

tensile strength of 380 MPa placed 1.23 metre apart to support the

load of slab etc as per the design & directions of Engineer-in-

40 Steel work welded in built up sections/ framed work, including 10.25.2 1400.00 KG 223.36 3,12,704.00

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

approved steel primer using structural steel etc. as required. In

gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works

41 Providing and fixing stainless steel ( Grade 304) railing made of 10.28 5250.00 KG 999.56 52,47,690.00

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.

Digitally signed by VARUN

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

42 Chequerred precast cement concrete tiles 22 mm thick in footpath 11.20.2 672.35 SQM 1,719.00 11,55,769.65

& courtyard, jointed with neat cement slurry mixed with pigment to

match the shade of tiles, including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4

coarse sand). Medium shade pigment using 50% white cement

Marble stone flooring with 18 mm thick marble stone, as per sample 11.23

ofmarble approved by Engineer-in-charge, over 20 mm (average)

thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and

jointed with grey cement slurry, including rubbing and polishing

complete with :

44 52 mm thick cement concrete flooring with concrete hardener 11.4 4410.00 SQM 1,266.20 55,83,942.00

topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement :

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

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

cement hardener mix

: 2 graded stone aggregate 6 mm nominal size) by volume,

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

manufacturer’sspecifications. This includes cost of cement slurry,

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

45 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 11.60

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

46 Providing and laying rectified Glazed Ceramic floor tiles of size 11.40 595.56 SQM 1,862.71 11,09,355.57

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

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

make, in all colours, shades, except White, Ivory, Grey, Fume Red

Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4

Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm

including pointing the joints with white cement and matching

pigments etc., complete.

47 Providing and laying vitrified floor tiles in different sizes (thickness 11.41.2 630.00 SQM 2,010.30 12,66,489.00

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

0.08% and conforming to IS: 15622, of approved make, in all

colours and shades, laid on 20mm thick cement mortar 1:4 (1

cement : 4 coarse sand), jointing with grey cement slurry @

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

matching pigments etc., complete. (a) Size of Tile 600x600 mm

48 Providing and laying Vitrified tiles in floor in different sizes 11.41A

(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.

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

49 Providing and laying Vitrified tiles in different sizes (thickness to be 11.46.2 75.39 SQM 2,100.37 1,58,346.89

specified by manufacturer), with water absorption less than 0.08 %

and onforming to I.S. 15622, of approved make, in all colours &

shade, in skirting, riser of steps, over 12 mm thick bed of cement

mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement

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

matching pigments etc. complete. Size of Tile 600x600 mm

50 Providing and laying flamed finish Granite stone flooring in 11.55

requireddesign and patterns, in linear as well as curvilinear portions

of the buildingall complete as per the architectural drawings with 18

mm thick stoneslab over 20 mm (average) thick base of cement

mortar 1:4 (1 cement : 4

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

whitecement slurry admixed with pigment of matching shade

including rubbing,curing and polishing etc. all complete as specified

and as directed by theEngineer-in-Charge :

Flamed finish granite stone slab Jet Black, Cherry Red, Elite 11.55.1 458.92 SQM 4,123.88 18,92,531.01

Brown, Cat Eye or equivalent.

51 Providing and laying Polished Granite stone flooring in required 11.56.1 161.91 SQM 5,799.21 9,38,950.09

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

building all complete as per the architectural drawings with 18 mm

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

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry

and pointing with white cement slurry admixed with pigment of

matching shade including rubbing, curing and polishing etc. all

complete as specified and as

directed by the Engineer-in-Charge.

Polished Granite stone slab colour of Black, Cherry/Ruby Red or

Digitally signed by VARUN

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

52 Making khurras 45x45 cm with average minimum thickness of 5cm 12.22 42.00 Each 385.96 16,210.32

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

aggregate of20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finishedwith 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coatof neat cement, rounding the edges and making

and finishing the outletcomplete.

53 Extra for providing and mixing hardening compound of approved 16.44 3057.45 SQM 71.82 2,19,586.06

quality as per manufacturer's specification in cement concrete.

54 Providing and laying Floor hardener compound over finished vdf MR 14762.84 SQM 66.00 9,74,347.44

flooring as per directions of engineer in charge.

Providing corrugated G.S. sheet roofing including vertical / curved 12.10

surface fixed with polymer coated J or L hooks, bolts and nuts 8

mm diameter with bitumen and G.I. limpet washers or with G.I.

limpet washers filled with white lead, including a coat of approved

steel primer and two coats of approved paint on overlapping of

sheets complete (up to any pitch

in horizontal/ vertical or curved surfaces), excluding the cost of

purlins, rafters and trusses and including cutting to size and shape

wherever required.

55 1.00 mm thick with zinc coating not less than 275 gm/sqm 12.1.1 801.22 SQM 1,885.68 15,10,844.53

I FALSE CEILING

56 Providing and fixing false ceiling at all heights including providing

andfixing of frame work made of special sections, power pressed

from M.S.sheets and galvanized with zinc coating of 120 gms/sqm

(both sideinclusive) as per IS : 277 and consisting of angle cleats of

size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm,

at 1200 mm centre

to centre, one flange fixed to the ceiling with dash fastener 12.5 mm

x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the

hangers of 25x10x0.50 mm of required length with nuts & bolts of

size and other end of angle hanger fixed with intermediate G.].

45x15x0.9 mm running at the spacing of 1200 mm centre to centre,

which the ceiling section 0.5 mm thick bottom wedge of 80 mm with

tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm

to centre, shall be fixed in a direction perpendicular to G.|.

channel with connecting clips made out of 2.64 mm dia x 230 mm

wire at every junction, including fixing perimeter channels 0.5 mm

27 mm high having flanges of 20 mm and 30 mm long, the

ceiling fixed to wall/partition with the help of rawl plugs at 450 mm

with 25 mm long dry wall screws @ 230 mm interval, including fixing

12.5 mm thick tapered edge gypsum plain board conforming 12.45.1 1076.74 SQM 1,754.53 18,89,172.63

to IS: 2095- (Part I) :2011 (Board with BIS certification marks)

57 Providing and fixing tiled false ceiling of specified materials of

size595x595 mm in true horizontal level, suspended on inter locking

metal gridof hot dipped galvanized steel sections ( galvanized @

120 grams/ sqm,

both side inclusive) consisting of main “T” runner with suitably

joints to get required length and of size 24x38 mm made from 0.30

thick (minimum) sheet, spaced at 1200 mm center to center and

“T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet,

mm long spaced between main “T” at 600 mm center to center to

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

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

at middle of the 1200x600 mm panel to form grids of 600x600 mm

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

texture in the grid including, required cutting/making, opening for

like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main

runners to be suspended from ceiling using GI slotted cleats of size

37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long

fasteners, 4 mm Lay

GI Metal Ceiling GI adjustable rods with

in plain Tegular galvanised

edge butterfly level

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

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

(both sides inclusive) and electro statically polyester powder

coated of thickness 60 microns (minimum), including factory

painted after bending.

Digitally signed by VARUN

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

58 18 mm cement plaster in two coats under layer 12 mm thick cement 13.11 6650.00 SQM 671.05 44,62,482.50

plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6

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

59 12mm cement plaster in single coat on fair side of single or half 13.4.2 14700.00 SQM 444.71 65,37,237.00

brick wall for exterior plastering up to floor two level including

internal rounded angles chamfers, and/or rounded angles not

exceeding 80mm in girth and finished even and smooth no extra for

mixing any additive. 1:6 (1 cement: 6 coarse sand)

60 Providing and applying 12 mm thick (average) premixed formulated 13.78 2450.00 SQM 606.80 14,86,660.00

one coat gypsum lightweight plaster having additives and light

aggregates as vermiculite/ perlite respectively conforming to IS:

2547 (Part - 1 & II) 1976, applied on hacked / uneven background

such as bare brick/ block/ RCC work on walls & ceiling at all floors

and locations, finished in smooth line and level etc. complete.

61 Finishing walls with premium acrylic smooth exterior paint with 13.47.1 6650.00 SQM 221.42 14,72,443.00

silicone additives of required shade: New work (Two or more coats

applied @ 1.43 ltr/10 sqm

over and including priming coat of exterior primer applied @

62 Distempering with 1st quality acrylic distemper (ready mixed) 13.41

having VOCcontent less than 50 gram/litre, of approved

manufacturer and of required shade and colour all complete to

achieve even shade and colour :

New work (two or more coats) over and including water 13.41.1 2450.00 SQM 240.25 5,88,612.50

thinnable priming coat with cement primer having VOC content

less than 50 gram/litre

63 Wall painting with premium acrylic emulsion paint of interior grade, 13.83

VOC (Volatile Organic Compound ) content less than 50 grams/

approved brand and manufacture, including applying additional

wherever required to achieve even shade and colour.

64 Painting with synthetic enamel paint of approved brand and 13.62

manufacture of required colour to give an even shade :

Two or more coats on new work over an under coat of suitable 13.62.1 2100.00 SQM 292.79 6,14,859.00

shade with ordinary paint of approved brand and manufacture

65 Providing and applying white cement based putty of average 13.80 14700.00 SQM 201.94 29,68,518.00

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

K ALUMINIUM WORK

66 Providing and fixing aluminium work for doors, windows, 21.1

ventilatorsand partitions with extruded built up standard tubular

sections/appropriate Z sections and other sections of approved

makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners

of required dia and size, including necessary filling up the gaps at

junctions, i.e. at top, bottom and sides with required EPDM

rubber/neoprene gasket etc. Aluminium sections shall be smooth,

rust free,straight, mitred and jointed mechanically wherever

required includingcleat angle, Aluminium snap beading for glazing /

paneling, C.P.brass / stainless steel screws, all complete as per

architecturaldrawings and the directions of Engineer-in-charge.

(Glazing, panelingand dash fasteners to be paid for separately) :

For fixed portion 21.1.1

Anodised aluminium (anodised transparent or dyed to required 21.1.1.1 915.03 KG 640.64 5,86,204.82

shade according to IS: 1868, Minimum anodic coating of grade

67 For shutters of doors, windows & ventilators including 21.1.2

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost

of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately)

Anodised aluminium (anodised transparent or dyed to required 21.1.2.1 2135.06 KG 774.64 16,53,902.88

shade according to IS: 1868, Minimum anodic coating of grade

68 Providing and fixing glazing in aluminium door, window, ventilator 21.3

shutters and partitions etc. with EPDM rubber / neoprene gasket

etc. complete as per the architectural drawings and the directions of

engineer-in-charge .

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

With float glass panes of 8 mm thickness (weight not less 21.3.3 335.51 SQM 2,181.06 7,31,767.44

L Water Proofing

69 Providing and laying integral cement based water proofing

treatment including preparation of surface as required for treatment

of roofs, balconies, terraces etc consisting of following operations:

Digitally signed by VARUN

S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT

2023 FOR 7 INCL GST FACTOR [M.R. ITEM]

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

admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer-in-charge over the RCC slab including

adjoining walls upto 300 mm height including cleaning the surface

before treatment.

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

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

sand) admixed with water proofing compound conforming to IS :

2645 and approved by Engineer-in-charge over 20 mm thick layer

of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed

with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge to required slope and treating

similarly the adjoining walls upto 300 mm height including rounding

of junctions of walls and slabs.

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

slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineerin-

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

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

compound conforming to IS : 2645 and approved by Engineerin-

charge including laying glass fibre cloth of approved quality in top

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

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

(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 22.7.1 2625.00 SQM 2,180.02 57,22,552.50

khurra as 65 mm.

M Roof Sheeting

70 Supplying and Installation of Self Supported Arch Shaped MR 4738.62 SQM 3695.00 1,75,09,200.90

Galvalume Roofing made up of Superior Quality Structural

GradeSteel, having Base Metal Thicknesses 1.30 MM BMT & 1.35

APT Thickness Tolerance (+/-0.03MM), Coil Width of 912MM (+/- 2

MM), and, Profile width of 625 MM (+/- 10MM). ColorCoated

Galvalume Sheets complied to ASTM A792 Standards with Coating

mass AZ 150,Yield Strength 350 MPA minimum to be used.

Fabrication and Installation of Self SupportedRoofing to be carried

out using Hydraulic Profile Machines and joined by mechanical

Digitally signed by VARUN

NAME OF WORK :- Construction of MP Hall at various location of JNV in the state of Meghalaya.

ABSTRACT OF COST ELECTRICAL WORK

S.NO. DESCRIPTION NSI AMOUNT (RS.)

INTERNAL ELECTRICAL

I SUBHEAD - I - CIRCUIT CUM POINT WIRING RS. 89,54,019.55 -

II SUBHEAD - II - FITTINGS & FIXTURES

III SUBHEAD - III - DISTRIBUTION BOARDS RS. 7,62,896.75 -

TOTAL (INTERNAL ELECTRICAL)

EXTERNAL ELECTRICAL

IV SUBHEAD - IV - EARTHING RS. 2,95,228.50 -

V SUBHEAD - V - SUPPLYING & LAYING OF CABLE RS. 14,72,513.00 3,55,785.78

VI SUB HEAD -VI :EXTERNAL LIGHT RS. - 4,36,206.40

TOTAL (EXTERNAL ELECTRICAL)

Digitally signed by VARUN

NAME OF WORK :- Construction of MP Hall at various location of JNV in the state of Meghalaya.

ESTIMATE - ELECTRICAL WORKS.

DSR-2022 / NSI Description of items Unit QUANTITY DSR-2022 rate NSI AMOUNT DSR-2022 NSI AMOUNT

with GST (RS.) AMOUNT (RS.) (RS.)

SUBHEAD - I - CIRCUIT CUM POINT WIRING

DSR 1.3 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 steel 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

DSR-1.54 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 copper conductor

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

FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control

Secondary Points)

DSR 1.5 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single Metre 2450.00 655.21 16,05,264.50

core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated

copper conductor single core cable for loop earthing as required.

DSR 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC

insulated copper conductor, single core cable in surface/ recessed steel conduit as required.

DSR 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre 350.00 494.81 1,73,183.50

DSR 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 5600.00 558.36 31,26,816.00

DSR 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 560.00 891.26 4,99,105.60

DSR 1.7.5 2 x 10 sq. mm + 1 x 6 sq.mm earth wire Metre 350.00 1,074.36 3,76,026.00

DSR 1.7.9 4 x 6 sq. mm + 2 x 6 sq.mm earth wire Metre 350.00 1,398.18 4,89,363.00

DSR 1.7.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 35.00 1,764.37 61,752.95

DSR 1.7.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire Metre 35.00 2,489.18 87,121.30

DSR 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or Each 140.00 721.79 1,01,050.60

in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular

switch, connections etc. as required.

DSR 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or Each 42.00 886.72 37,242.24

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.

DSR-1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block Each 14.00 131.65 1,843.10

including connections etc. as required.

DSR-1.57 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in Each 42.00 1,100.08 46,203.36

recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB,

“C” curve including connection, painting etc. as required. (AC's & Gysers)

DSR 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate

for modular switches in recess etc. as required.

DSR 1.28 Supplying and fixing following Modular base & plate on existing modular metal boxes etc. as

DSR 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories

in surface/recess including cutting the wall and making good the same in case of recessed

conduit as required.

1.18 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper

conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - I 89,54,019.55 -

NSI-3 SUBHEAD - II - FITTINGS & FIXTURES

NSI-3.1 Supply, Installation, Testing and Commissioning of 9 W Bulk head Light. as required Each 70.00 1,563.52 1,09,446.40

NSI-3.2 Supply, Installation, Testing and Commissioning of 5W Mirror Light. as required Each 28.00 488.42 13,675.76

NSI-3.3 Supply, Installation, Testing and Commissioning of 18W Recessed/Surface Mounted LED Each 210.00 1,329.04 2,79,098.40

circular Downlighter. as required .

Digitally signed by VARUN

DSR-2022 / NSI Description of items Unit QUANTITY DSR-2022 rate NSI AMOUNT DSR-2022 NSI AMOUNT

with GST (RS.) AMOUNT (RS.) (RS.)

NSI-3.4 Supply, Installation, Testing and Commissioning of 20W Wall/Surface mouted 4 ft. LED . as Each 49.00 742.36 36,375.64

NSI-3.5 Supply, Installation, Testing and Commissioning of 12W Recessed mounted LED circular Each 196.00 1,240.50 2,43,138.00

Downlighter . as required

NSI-3.6 Supply, Installation, Testing and Commissioning of 150W highway with 150LPW Each 42.00 10,160.46 4,26,739.32

Ceiling/Surface mounted LED Light Fixtures. as required .

NSI-3.7 Supply, Installation, Testing and Commissioning of 250W Highway with 130LPW Each 133.00 14,067.81 18,71,018.73

ceiling/surface mounted LED Light Fixtures. as required .

NSI-3.8 Supplying of steel Body Ornamental Exhaust Fan heavy duty 230V A.C 50 cycles, 300 mm Each 49.00 2,014.00 98,686.00

sweep, 1400 rpm, energy efficient, complete erected in position with all accessories. , as

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling

fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm

long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not

less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min ,

350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator

unit 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

Supply, earthing etc. complete as required.

DSR 1.25 Supplying and fixing two module stepped type electronic fan Each 63.00 558.36 35,176.68

regulator on the existing modular plate switch box including

connections but excluding modular plate etc. as required.

DSR 1.44 Installation, testing and commissioning of ceiling fan, including Each 63.00 322.31 20,305.53

wiring the down rods of standard length (upto 30 cm) with 1.5

sq. mm FRLS PVC insulated, copper conductor, single core cable

etc. as required.

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - II 3,15,734.58 30,78,178.25

SUBHEAD - III - DISTRIBUTION BOARDS

DSR 2.2 Providing and fixing followin rating and breaking capacity and pole MCCB with

thermomagnetic release and termile spreagers in existing cubicle panel board including

drilling holes in cubile panel , making connection , etc. as reuired.

DSR 2.4 Supplying and fixing following way , horizontal type three pole and netural sheet steel , MCB

distribution board , 415 V , on surface / recess , complete with tinned copper bus bar ,

neutral bus bar , earthbar , din bar , interconnections , powder painted including earthing

etc. as required. ( but without MCB / RCCB / Isolator)

DSR 2.5 Supplying and fixing following way surface / recess mountring , vertical type , 415 V , TPN

MCB distribution board of sheet steel , dust protected , duly powder painted , inclusive of

200 A tinned copper bus bar , common neutral link earth bar , din bar for mounting MCBs (

but without MCBs and incomer ) as required . ( Note : Vertical type MCB TPDB is normally

used where 3 phase outlets are required.)

DSR 2.10 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.

Digitally signed by VARUN

DSR-2022 / NSI Description of items Unit QUANTITY DSR-2022 rate NSI AMOUNT DSR-2022 NSI AMOUNT

with GST (RS.) AMOUNT (RS.) (RS.)

DSR 2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB

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

DSR 2.14 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual

current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB

complete with connections, testing and commissioning etc. asrequired.

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - III 7,62,896.75 -

SUBHEAD - IV - EARTHING

DSR 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and Sets 7.00 11,306.50 79,145.50

providing masonary enclosure with cover plate having locking arrangement and watering

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

DSR 5.11 Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, Mtr 140.00 1,068.31 1,49,563.40

including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as

DSR 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as Mtr 140.00 369.22 51,690.80

DSR 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as Mtr 140.00 105.92 14,828.80

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - IV 2,95,228.50 -

SUBHEAD - V - SUPPLYING & LAYING OF CABLE

DSR 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade

of following size direct in ground including excavation, sand cushioning, protective covering

and refilling the trench etc. as required.

NSI-6 Supply of following sizes of XLPE insulated Aluminum conductor strip/ wire Armoured,

overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and technical

specifications. as required .

DSR 9.1 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

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - V 14,72,513.00 3,55,785.78

SUB HEAD -VI :EXTERNAL LIGHT

NSI-7 Supplying, installation, testing and commissioning of 65W LED Street Light IP66 LED with Nos 28.00 3,854.81 1,07,934.68

High performance having system lumen output of minimum 9900 lumens, contemporary

designed housing made of die-cast aluminium, with street optic LENS for uniform light

distribution. PF better than 0.9, CRI better than 70 complete with all accessories. as

NSI-8 SITC of 5 mtr ht. Octagonal Pole along with foundation bolts & 1 M SAB Top: 70mm , Bottom Nos 28.00 11,723.99 3,28,271.72

Dia: 130mm , Base Plate Size : 220 X220 X12 MM with control box,6A MCB etc. as required .

TOTAL CARRIED TO SUMMARY FOR SUBHEAD -VI - 4,36,206.40

Digitally signed by VARUN

NAME OF WORK :- Construction of MP Hall at various location of JNV in the state of Meghalaya.

AMOUNT (IN RS.)

S.N DESCRIPTION

DSR -2023 rate NS

I. INTERNAL WORKS

A. SUB HEAD -I : SANITARY FIXTURES & FITTINGS 18,31,233.25 5,26,652.37

B. SUB HEAD-II- SOIL , WASTE VENT AND RAIN WATER PIPE 3,28,697.60 5,68,082.67

C. SUB HEAD- III - INTERNAL WATER SUPPLY 15,12,683.62 8,10,317.78

II. EXTERNAL WORKS

A. SUB HEAD-IV -EXTERNAL SEWERAGE & DRAINAGE WORK 47,88,585.34 13,82,375.95

B. SUB HEAD-V -EXTERNAL WATER SUPPLY 4,95,385.94 -

Digitally signed by VARUN

NAME OF WORK :- Construction of MP Hall at various location of JNV in the state of Meghalaya.

DSR QUANTITY RATE (RS) AMOUNT (RS)

DESCRIPTION Unit DSR 2023 RATE

2023/NSI FOR 7

LOCATION INCL GST FACTOR NSI DSR -2023 NSI

ITEM CODE 0.973 & CI 33%

SUB HEAD -I : SANITARY FIXTURES & FITTINGS

Providing and Fixing white viterous china pedestal type

water closet ( European type WC Pan ) with seat and lid ,

10 litre low level White pvc 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 .

WC Pan with ISI marked white solid plastic seat and lid .

Providing and fixing wash basin with C.I. brackets, 15

mm C.P. brass pillar taps, 32 mm C.P. brass waste of

17.7 standard pattern, including painting of fittings and

brackets, cutting and making good the walls wherever

White Vitreous China Wash basin size 630x450 mm with

a single 15 mm C.P. brass pillar tap

Providing and fixing 600x450 mm beveled edge mirror

of superior glass ( of approved quality ) complete with 6

17.31 mm thick hard board ground fixed to wooden cleats Each 63.00 2,080.83 1,31,092.29

with C.P brass screws and washers complete .

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

17.5 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 :

Range of three half stall urinals with 10 litre P.V.C.

automatic flushing cistern

Providing and fixing CP Brass 32mm size bottle trap of

17.22A approved quality & make and as per the direction of Each 84.00 1,339.12 1,12,486.08

engineer in charge.

Providing and fixing CP Brass Single lever telephonic wall

17.22B mixer of quality & make as approved by Engineer in

Providing and fixing PTMT liquid soap container 109 mm

wide, 125 mm high and 112 mm distance from wall of

standard shape with bracket of the same materials with

17.71 snap fittings of approved quality and colour, weighing Each 49.00 217.86 10,675.14

not less than 105 gms.

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 and embedding the

8.10 stone in the chase with epoxy grout or with cement

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

stone aggregate 6 mm nominal size) as per direction of

Engineer-in-charge and finished smooth.

8.10.2 Granite Stone of approved shade Sqm 14.00 5,243.46 73,408.44

Providing & fixing C.P. brass bib cock of approved

quality conforming to IS :8931.

Providing and fixing unplasticised P.V.C. connection pipe

18.21 with PTMT Nuts, collar and bush of approved quality

18.21.1 30 cm length

18.21.1.1 15 mm nominal bore with Each 147.00 110.00 16,170.00

Providing and fixing C.P. brass shower rose with 15 or 20

Providing and fixing C.P. brass angle valve for basin

18.53 mixer and geyser points of approved quality conforming

Digitally signed by VARUN

Providing and fixing CP Brass extension nipple ( size

18.53A 15mm x 50 mm ) of approved make and quality as per Each 147.00 96.80 14,229.60

direction of engineer - in - charge .

Providing and fixing C.P brass 2 way bib cock with health

faucet (ABS body) ,1 meter long spirochrome flexible

tube & wall hook as per direction of Engineer-in-charge.

Providing and fixing stainless steel waste coupling 32

NS-2 mm dia full thread with 80mm height complete in all Each 63.00 605.56 38,150.28

Providing and fixing stainless steel towel rail 450 mm

long complete in all respect.

Providing and fixing stainless steel cockroach (trap)

NS-4 grating with frame for floor traps or floor drains of Each 154.00 1,089.27 1,67,748.21

required pattern complete in all respect.

Providing & Fixing of swing type stainless steel Grab bar

, O.D 32 mm , use in disabled toilet complete with

NS-5 brackets suitable for wall installation as per approved Each 7.00 7,400.44 51,803.09

sample complete in all respect.

Providing & fixing of stainless steel Grab Rail straight

NS-6 size 600 mm length , O.D 32 mm,complete in all Each 7.00 2,087.94 14,615.56

TOTAL OF SUB HEAD - I 18,31,233.25 5,26,652.37

SUB HEAD-II- SOIL , WASTE VENT AND RAIN WATER

Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement:2

coarse sand:4 graded stone aggregate of 20 mm

nominal size) over P.V.C. sheet 1 mx1 mx400 micron,

finished 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

Providing and Fixing on wall unplasticised Rigid PVC Rain

water pipes conforming to IS : 13592 Type A , including

12.41 jointing with seal ring conforming to IS : 5382 , leaving

10 mm gap for thermal expansion (i)Single Socketed

Providing and Fixing on wall face Rigid Unplasticised

UPVC moulded fittings / accessories for unplasticised

Rigid PVC Rain water pipes conforming to IS : 13592

Type A including jointing with seal ring conforming to IS

: 5382 leaving 10 mm gap for thermal expansion .

12.42.1 Coupler

12.42.2 Single Push Fit Coupler

12.42.3 Single Tee with door

12.42.4 Single Tee without door

12.42.5 Bend 87.5 degree

12.42.6 Shoe ( Plain )

Providing and Fixing unplasticised PVC pipe clips of

approved design to unplasticised - PVC rain water pipes

by means of 50x50x50 mm hard wood plugs , screwed

12.43 with MS screws of required length , including cutting

brick work with fixing in cement mortar 1:4 ( 1 Cement :

4 Coarse Sand ) and making good the wall etc . complete

Providing and Fixing to the inlet mouth of rain water

12.44 pipe cast iron grating 15 cm diameter and weighing not Each 56.00 70.79 3,964.24

less than 440 grams .

Digitally signed by VARUN

Providing and fixing unplasticised rigid PVC pipe for

soil,waste & rain water pipe conforming to IS : 13592

Type B,including all fittings (IS: 14735 ) e.g. bends,

junction, cowls, offsets, access pieces, jointing with

solvent cement joints including cutting chase or holes in

walls and floors and making good wherever required

complete in all respect.(i) Single socketed pipes.

Providing & fixing in position upvc P" trap of self

cleaning design of following sizes for the embedded

areas Making proper connection with chemical sealent

joint , cutting chase / hole in floors /slabs and bringing

the same in proper condition in cement concrete 1:2:4

mix complete as required. including cost of cutting and

making good the walls and floors where required.

a) 110 mm inlet and 110 mm outlet Each 154.00 284.99 43,888.09

Providing & fixing in position upvc multi floor trap/ drain

NS-10 including cost of cutting and making good floors

wherever required.

a) 110 mm inlet and 110 outlet Each 14.00 130.01 1,820.12

Providing and fixing upvc cleanout plug( Ceiling or Floor)

with suitable insert keys for opening, male threaded

joint with upvc socket fixed to uPVC pipe complete in

a) 110 mm diameter Pipe Each 70.00 201.44 14,100.96

Providing and fixing uPVC waste pipes for WB , SINK ,

URINAL , FD (IS: 4985 ) 6 Kg / Sqcm including all fittings

(plain or door) e.g. bends, junction, cowls, offsets,

NS-12 access pieces, jointing with rubber ring/solvent cement

joints including cutting chase or holes in walls and floors

and making good wherever required.

TOTAL OF SUB HEAD - II 3,28,697.60 5,68,082.67

SUB HEAD- III - INTERNAL WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply, including all CPVC plain & brass threaded

fittings, including fixing the pipe with clamps at 1.00 m

18.8 spacing. This includes jointing of pipes & fittings with

one step CPVC solvent cement and the cost of cutting

chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making

good the walls etc.

18.8.1 15 mm nominal outer dia Pipes Metre 70.00 644.20 45,094.00

18.8.2 20 mm nominal outer dia Pipes Metre 266.00 695.70 1,85,056.20

18.8.3 25 mm nominal outer dia Pipes Metre 175.00 811.72 1,42,051.00

18.8.4 32 mm nominal outer dia Pipes Metre 105.00 956.72 1,00,455.60

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply, including all CPVC plain & brass threaded

fittings, including fixing the pipe with clamps at 1.00 m

spacing. This includes jointing of pipes & fittings with

one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

Internal work - Exposed on wall

18.7.2 20 mm nominal Pipes Metre 56.00 433.52 24,277.12

18.7.3 25mm nominal bore Metre 112.00 519.64 58,199.68

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

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

Internal work - Exposed on Wall

18.10.4 32 mm dia nominal bore Metre 105.00 863.16 90,631.80

18.10.6 50 mm dia nominal bore Metre 112.00 1,356.66 1,51,945.92

Digitally signed by VARUN

Making connection of G.I. distribution branch with G.I.

main of following sizes by providing and fixing tee,

including cutting and threading the pipe etc. complete :

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

18.17 of approved

quality (screwed end) :

18.17.1 A 20 mm nominal bore Each 14.00 698.74 9,782.36

Providing and fixing gun metal non- return valve of

approved quality (screwed end) :

18.19.2 32 mm nominal bore

18.19.3 40 mm nominal bore

18.19.4 50 mm nominal bore

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank, ISI : 12701 marked,

with cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank.

Providing & Fixing Stainless Steel Water Cooler Size L

,Number of faucets-2,Cooling Capacity - 40 L/h ,Storage

capacity-80 L ,Refrigerant - R-134a eco friendly (Non

CFC) USP- #High-quality stainless steel tank and

components for safe drinking water # Reliable

reciprocating compressor for longer product life

NS-13 #Accessories: Water inlet hosepipe and overflow pipes Each 7.00 60,268.36 4,21,878.53

provided with the unit #Specially designed float valves

made of food-grade plastic #Adjustable pedestals made

of highly non-corrosive and strong material including

Water Purifier (RO) of 25 ltr/hour with minimum tank

capacity of 6 ltr.

Providing and fixing Geyser, 5-Star energy rating,

voltage / Frequency 230V/50 Hz,temperature range 25C

to 75C,working pressure (Mpa) 0.8 ,complete in all

TOTAL OF SUB HEAD - III 15,12,683.62 8,10,317.78

SUB HEAD- IV EXTERNAL SEWARAGE LINE

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as well as 10

sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

Excavating trenches of required width for pipes, cables,

etc including excavation for sockets, anddressing of

sides, ramming of bottoms, depth up to 1.5 m, including

getting out the excavated soil, and then returning the

2.10 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 :

2.10.1 All kinds of soil

Pipes, cables etc. exceeding 80 mm dia but not

exceeding 300 mm dia

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

2.25 exceeding 20cm in depth, consolidating each deposited Cum 68.90 253.64 17,475.80

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

Digitally signed by VARUN

Providing, laying and jointing glazed stoneware pipes

class SP-1 with stiff mixture of cement mortar in the

proportion of 1:1 (1 cement : 1 fine sand) including

testing of joints etc. complete :

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 :

19.3.2 150 mm diameter S.W. pipe Metre 812.00 961.64 7,80,851.68

19.3.3 200 mm diameter S.W. pipe Metre 84.00 1,130.39 94,952.76

Providing and fixing square-mouth S.W. gully trap class

SP-1 complete with C.I. grating brick masonry chamber

with water tight C.I. cover with frame of 300 x300 mm

size (inside) the weight of cover to be not less than 4.50

kg and frame to be not less than 2.70kg as per standard

19.4.1 100x100mm size 'P' type

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

class designation 7.5

Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of

19.6 cement mortar in the proportion of 1:2 (1 cement : 2

fine sand) including testing of joints etc. complete

Constructing brick masonry manhole in cement mortar

1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with

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

aggregate 20 mm nominal size), foundation concrete

1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm

19.7 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 :

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

with frame (light duty) 455x610 mm internal

dimensions,total weight of cover and frame to be not

less than 38 kg (weight of cover 23 kg and weight of

19.7.1 frame 15 kg) :

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

Constructing brick masonry circular type manhole 0.91

m internal dia at bottom and 0.56m dia at top in cement

mortar 1:4 (1 cement : 4 coarse sand), inside cement

plaster 12 mm thick with cement mortar 1:3 (1 cement :

3 coarse sand) finished with a floating coat of neat

cement, foundation concrete 1:3:6 mix (1 cement : 3

coarse sand : 6 graded stone aggregate 40 mm nominal

size), and making necessary channel in cement concrete

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

aggregate 20 mm nominal size) finished with a floating

coat of neat cement, all complete as per standard

0.91 m deep with SFRC cover and frame (heavy duty, HD-

20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and

frame to be not less than 182 kg., fixed in cement

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

aggregate 20 mm nominal size) including centering,

shuttering all complete. (Excavation, foot rests and

12mm thick cement plaster at the external surface shall

be paid for separately) :

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

class designation 7.5

Digitally signed by VARUN

Providing orange colour safety foot rest of minimum 6

mm thick plastic encapsulated as per IS : 10910, on 12

mm dia steel bar conforming to IS: 1786, having

minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with

minimum 112 mm space between protruded legs having

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.

Making connection of drain or sewer line with existing

manhole including breaking into and making good the

walls, floors with cement concrete 1:2:4 mix (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm

19.21 nominal size) cement plastered on both sides with

cement mortar 1:3 (1 cement : 3 coarse sand), finished

with a floating coat of neat cement and making

necessary channels for the drain etc. complete :

For pipes 100 to 250 mm diameter

Constructing brick masonry road gully chamber

50x45x60 cm with bricks in cement mortar 1:4 (1

19.27 cement : 4 coarse sand) including 500x450 mm pre-cast

R.C.C. horizontal grating with frame complete as per

standard design :

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

class designation 7.5

Providing and Laying Non-Pressure UPVC Pipe (SN-8KN/

M2 SDR-34, PS-S 16.5 - SWJ) for Underground Drainage

work confirming to IS-15328 including all fitting

complete in all respect.

TOTAL OF SUB HEAD - IV 47,88,585.34 13,82,375.95

SUB HEAD- V EXTERNAL WATER SUPPLY

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

18.12 including trenching and refilling etc.

18.12.4 32 mm dia nominal bore Metre 266.00 699.20 1,85,987.20

18.12.6 50 mm dia nominal bore Metre 196.00 986.29 1,93,312.84

Painting G.I. pipes and fittings with two coats of anti-

18.40 orrosive bitumastic paint of approved quality :

18.40.4 32 mm dia nominal bore Metre 266.00 28.73 7,642.18

18.40.6 50 mm dia nominal bore Metre 196.00 39.47 7,736.12

Providing and filling sand of grading zone V or coarser

18.41 grade, allround the G.I. pipes in external work :

18.41.4 32 mm dia nominal bore Metre 266.00 213.40 56,764.40

18.41.6 50 mm dia nominal bore Metre 196.00 224.20 43,943.20

TOTAL OF SUB HEAD - IV 4,95,385.94 0.00

Digitally signed by VARUN