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Tender Value
₹36.1 Cr
EMD Value
₹36.1 L
Closing Date
22 Sept 2025, 11:00 amClosed
Construction of M.P. Hall at various JNVs in the state of Nagaland
NBCC/CPG/JNV/Nagaland/2025/514
NBCC/CPG/JNV/Nagaland/2025/514
Open Tender-Domestic
Civil Works General
Unknown (Unspecified Location)
₹59,000
₹36.1 L
1 Sept 2025
1 Sept 2025
22 Sept 2025
22 Sept 2025
18 Nov 2025
NAME OF WORK :- Construction of MP Hall at 8 location of JNV's in the state of Nagaland.
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 1,24,19,904.99 36,15,744.00
3 Internal Plumbing Work 50,47,214.95 21,77,203.22
External Development Cost
1 External Electrical Work 21,88,387.28 9,30,304.00
2 External Plumbing Work 72,61,578.50 15,79,858.23
Total External Development work (B) 72,61,578.50 21,88,387.28 25,10,162.23
GRAND TOTAL 36,07,23,072.43
GRAND TOTAL 36,07,23,072.43
Digitally signed by VARUN
NBCC INDIA LIMITED
NAME OF WORK :- Construction of MP Hall at 8 location of JNV's in the state of Nagaland.
ABSTRACT OF COST
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
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 5539.84 CUM 305.00 16,89,651.20
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 1033.22 CUM 3,304.81 34,14,595.79
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 7288.00 Ltr 365.30 26,62,306.40
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 9328.00 sqm 482.47 45,00,480.16
B Concrete Work
9 Providing and laying in position cement concrete of specified grade 4.1.8 1313.51 CUM 10,600.28 1,39,23,573.78
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 1022.32 SQM 1,166.00 11,92,025.12
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 1363.04 RM 302.35 4,12,115.14
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 1073.92 SQM 610.23 6,55,338.20
(b) Walls (any thickness) including attached pilasters, butteresses, 5.9.2 98.12 SQM 1,311.03 1,28,638.26
plinth and string courses etc.
(c) Suspended floors, roofs, landings, balconies and access platform. 5.9.3 4036.00 SQM 1,442.91 58,23,584.76
(d) Lintels, beams, plinth beams, girders, bressumers 5.9.5 7514.40 SQM 1,145.93 86,10,976.39
(e) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 5459.25 SQM 1,495.90 81,66,492.08
(f) Edges of slabs and breaks in floors and walls Under 20 cm wide. 5.9.16.1 985.18 metre 324.53 3,19,720.47
Digitally signed by VARUN
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
13 Extra for additional height in centering, shuttering where ever 5.11.1 2948.56 SQM 598.02 17,63,297.85
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)
14 Steel reinforcement for R.C.C. work including straightening, cutting, 5.22.6 160000.00 kg 167.83 2,68,52,800.00
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 152000.00 kg 167.83 2,55,10,160.00
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 4478.88 RM 122.00 5,46,423.36
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 1372.56 SQM 1,748.77 24,00,291.75
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 1372.56 SQM 163.08 2,23,837.08
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 2118.96 CUM 13,620.01 2,88,60,256.39
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 6.1.2 826.32 CUM 11,098.63 91,71,019.94
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.
Digitally signed by VARUN
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
24 Extra for fixing marble /granite stone over and above corresponding 8.4 532.80 RM 884.73 4,71,384.14
basic item, in facia and drops of width upto 150 mm with epoxy
resin based adhesive including cleaning etc. complete.
25 Extra for providing opening of required size & shape for wash 8.5 72.00 EACH 1,522.97 1,09,653.84
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 2238.00 SQM 1,973.08 44,15,753.04
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). 9.7.7.2 181.44 SQM 4,046.61 7,34,216.92
28 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door 9.121 608.40 RM 888.47 5,40,545.15
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 9.122.2 198.88 SQM 6,985.34 13,89,244.42
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.C2.1 181.44 SQM 14,246.58 25,84,899.48
mullion (33 mm & above)x (50 mm & above). (Height upto 0.90
Digitally signed by VARUN
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
31 Providing and fixing fire resistant door frame of section 50 x 60 mm 9.161 56.80 RM 3,427.97 1,94,708.70
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).
32 Providing and fixing 60 mm thick glazed fire resistant door shutters 9.162 40.80 SQM 18,701.28 7,63,012.22
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 1.44 SQM 67,967.62 97,873.37
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 9.165.1 208.00 NOS 185.49 38,581.92
approved quality & make with necessary screws etc all complete.
35 Providing & fixing Stainless steel sliding door bolts ISI marked M.R. 104.00 NOS 719.00 74,776.00
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 1767.20 RM 150.55 2,66,051.96
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 21400.00 KG 302.51 64,73,714.00
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 26.62 400.00 KG 283.29 1,13,316.00
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 1600.00 KG 268.59 4,29,744.00
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
Digitally signed by VARUN
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
41 Providing and fixing stainless steel ( Grade 304) railing made of 10.28 6000.00 KG 1,201.95 72,11,700.00
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.
42 Chequerred precast cement concrete tiles 22 mm thick in footpath 11.20.2 768.40 SQM 2,067.07 15,88,336.59
& 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 5040.00 SQM 1,522.58 76,73,803.20
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 11.40 680.64 SQM 2,239.88 15,24,551.92
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 11.41.2 720.00 SQM 2,417.35 17,40,492.00
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 86.16 SQM 2,525.66 2,17,610.87
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 11.55.1 524.48 SQM 4,958.88 26,00,833.38
Brown, Cat Eye or equivalent.
Digitally signed by VARUN
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
51 Providing and laying Polished Granite stone flooring in required 11.56.1 185.04 SQM 6,973.44 12,90,365.34
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
52 Making khurras 45x45 cm with average minimum thickness of 5cm 12.22 48.00 Each 464.11 22,277.28
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 3494.38 SQM 86.36 3,01,774.66
quality as per manufacturer's specification in cement concrete.
54 Providing and laying Floor hardener compound over finished vdf MR 16871.82 SQM 66.00 11,13,540.12
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 12.1.1 915.68 SQM 2,267.50 20,76,304.40
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 1230.56 SQM 2,109.79 25,96,223.18
to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
Digitally signed by VARUN
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
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.
58 18 mm cement plaster in two coats under layer 12 mm thick cement 13.11 7600.00 SQM 806.93 61,32,668.00
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 16800.00 SQM 534.76 89,83,968.00
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 2800.00 SQM 729.66 20,43,048.00
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 7600.00 SQM 266.25 20,23,500.00
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 2800.00 SQM 288.89 8,08,892.00
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 2400.00 SQM 352.07 8,44,968.00
shade with ordinary paint of approved brand and manufacture
65 Providing and applying white cement based putty of average 13.80 16800.00 SQM 242.83 40,79,544.00
thickness 1 mm, of approved brand and manufacturer, over the
plastered wall surface to prepare the surface even and smooth
K ALUMINIUM WORK
Digitally signed by VARUN
S.No DESCRIPTION OF ITEM DSR- QUANTITY UNIT DSR 2023 RATE AMOUNT DSR ITEM AMOUNT
2023 FOR 8 INCL GST FACTOR [M.R. ITEM]
LOCATION 0.973 & CI 59.93%
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 1045.75 KG 770.36 8,05,603.97
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 2440.07 KG 931.49 22,72,900.80
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 21.3.3 383.44 SQM 2,622.68 10,05,640.42
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:
(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 3000.00 SQM 2,621.44 78,64,320.00
khurra as 65 mm.
M Roof Sheeting
69 Supplying and Installation of Self Supported Arch Shaped MR 5415.56 SQM 3,695.00 2,00,10,494.20
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 8 location of JNV's in the state of Nagaland.
ABSTRACT OF COST ELECTRICAL WORK
S.NO. DESCRIPTION NSI AMOUNT (RS.)
INTERNAL ELECTRICAL
I SUBHEAD - I - CIRCUIT CUM POINT WIRING RS. 1,10,84,612.99 -
II SUBHEAD - II - FITTINGS & FIXTURES
III SUBHEAD - III - DISTRIBUTION BOARDS RS. 9,44,429.20 -
TOTAL (INTERNAL ELECTRICAL)
EXTERNAL ELECTRICAL
IV SUBHEAD - IV - EARTHING RS. 3,65,477.20 -
V SUBHEAD - V - SUPPLYING & LAYING OF CABLE RS. 18,22,910.08 4,17,920.00
VI SUB HEAD -VI :EXTERNAL LIGHT RS. - 5,12,384.00
TOTAL (EXTERNAL ELECTRICAL)
Digitally signed by VARUN
NAME OF WORK :- Construction of MP Hall at 8 location of JNV's in the state of Nagaland.
ESTIMATE - ELECTRICAL WORKS.
QUANTITY with GST NSI
DSR-2022 DSR-2022 NSI AMOUNT
Description of items Unit FOR 8 Factor AMOUNT
/ NSI NO. LOCATION AMOUNT (RS.) (RS.)
SUBHEAD - I - CIRCUIT CUM POINT 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
DSR 1.3 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
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/
DSR-1.54 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)
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper
conductor single core cable in surface/ recessed steel conduit alongwith
DSR 1.5 Metre 2800.00
1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable
for loop earthing as required. 709.72 19,87,216.00
Wiring for circuit/ submain wiring alongwith earth wire with the
DSR 1.7 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 400.00 535.98 2,14,393.23
DSR 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 6400.00 604.82 38,70,848.00
DSR 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 640.00 965.42 6,17,868.80
DSR 1.7.5 2 x 10 sq. mm + 1 x 6 sq.mm earth wire Metre 400.00 1,163.75 4,65,500.00
DSR 1.7.9 4 x 6 sq. mm + 2 x 6 sq.mm earth wire Metre 400.00 1,514.52 6,05,808.00
DSR 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 40.00
DSR 4 X 16 sq. mm + 2 X 6 sq. mm earth wire
Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in recess, including providing and
DSR 1.31 Each 160.00
fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular
switch, connections etc. as required. 781.84 1,25,094.40
Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in recess, including providing and
DSR 1.32 Each 48.00
fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A
modular switch, connections etc. as required. 960.50 46,104.00
DSR-1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ Each 16.00
wooden block including connections etc. as required. 142.60 2,281.60
Supplying & fixing suitable size GI box wih modular plate and cover in
front on surface or in recess i/c providing and fixing 25 amp modular
DSR-1.57 Each 48.00
socket outlet and 25 Amps modular SP MCB, “C” curve including
connection, painting etc. as required. (AC's & Gysers) 1,191.62 57,197.76
Supplying and fixing following size/ modules, GI box alongwith
DSR 1.27 modular base & cover plate for modular switches in recess etc.
DSR 1 or 2 Module (75mmX75mm)
DSR 3 Module (100mmX75mm)
Supplying and fixing following Modular base & plate on existing
modular metal boxes etc. as required.
DSR 1 or 2 Module (75mmX75mm)
Digitally signed by VARUN
QUANTITY with GST NSI
DSR-2022 DSR-2022 NSI AMOUNT
Description of items Unit FOR 8 Factor AMOUNT
/ NSI NO. LOCATION AMOUNT (RS.) (RS.)
DSR 3 Module (100mmX75mm)
Supplying and fixing of following sizes of medium class PVC conduit
DSR 1.21 along with accessories in surface/recess including cutting the wall and
making good the same in case of recessed conduit as required.
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated
1.18 annealed copper conductor, unarmored telephone cable in the existing
surface/ recessed steel/ PVC conduit as required.
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - I 1,10,84,612.99 -
NSI-3 SUBHEAD - II - FITTINGS & FIXTURES
Supply, Installation, Testing and Commissioning of 9 W Bulk head Light.
NSI-3.1 Each 80.00
Supply, Installation, Testing and Commissioning of 5W Mirror Light. as
NSI-3.2 Each 32.00
Supply, Installation, Testing and Commissioning of 18W
NSI-3.3 Each 240.00
Recessed/Surface Mounted LED circular Downlighter. as required . 1,366.00 3,27,840.00
Supply, Installation, Testing and Commissioning of 20W Wall/Surface
NSI-3.4 Each 56.00
mouted 4 ft. LED . as required . 763.00 42,728.00
Supply, Installation, Testing and Commissioning of 12W Recessed
NSI-3.5 Each 224.00
mounted LED circular Downlighter . as required 1,275.00 2,85,600.00
Supply, Installation, Testing and Commissioning of 150W highway with
NSI-3.6 150LPW Ceiling/Surface mounted LED Light Fixtures. as required . Each 48.00
Supply, Installation, Testing and Commissioning of 250W Highway with
NSI-3.7 130LPW ceiling/surface mounted LED Light Fixtures. as required . Each 152.00
Supplying of steel Body Ornamental Exhaust Fan heavy duty 230V A.C
NSI-3.8 50 cycles, 300 mm sweep, 1400 rpm, energy efficient, complete erected Each 56.00
in position with all accessories. , as required. 2,070.00 1,15,920.00
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),
DSR 19.1 THD less than 10%, remote or electronic regulator unit for speed Each 72.00
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.
Supplying and fixing two module stepped type electronic fan
DSR 1.25 regulator on the existing modular plate switch box including Each 72.00
connections but excluding modular plate etc. as required. 604.82 43,547.04
Installation, testing and commissioning of ceiling fan, including
wiring the down rods of standard length (upto 30 cm) with 1.5
DSR 1.44 Each 72.00
sq. mm FRLS PVC insulated, copper conductor, single core cable
etc. as required. 349.13 25,137.36
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - II 3,90,862.80 36,15,744.00
Digitally signed by VARUN
QUANTITY with GST NSI
DSR-2022 DSR-2022 NSI AMOUNT
Description of items Unit FOR 8 Factor AMOUNT
/ NSI NO. LOCATION AMOUNT (RS.) (RS.)
SUBHEAD - III - DISTRIBUTION BOARDS
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.
Supplying and fixing following way , horizontal type three pole and
netural sheet steel , MCB distribution board , 415 V , on surface /
DSR 2.4 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)
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.)
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
DSR 2.13 existing MCB DB complete with connections, testing and commissioning
etc. as required.
Supplying and fixing following rating, double pole, (single phase and
neutral), 240 V, residual current circuit breaker (RCCB), having a
DSR 2.14 sensitivity current 30 mA in the existing MCB DB complete with
connections, testing and commissioning etc. asrequired.
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - III 9,44,429.20 -
SUBHEAD - IV - EARTHING
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including
accessories, and providing masonary enclosure with cover plate having
DSR 5.4 Sets 8.00
locking arrangement and watering watering pipe 2.7 metre long etc.
with charcoal/ coke and salt as required. 12,247.25 97,978.00
Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe
DSR 5.11 from earth electrode, including connection with G.I. nut, bolt, spring, Mtr 160.00
washer excavation and refilling etc. as required. 1,157.19 1,85,150.40
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for
connections etc. as required. 399.94 63,990.40
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop
earthing etc. as required. 114.74 18,358.40
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - IV 3,65,477.20 -
SUBHEAD - V - SUPPLYING & LAYING OF CABLE
Digitally signed by VARUN
QUANTITY with GST NSI
DSR-2022 DSR-2022 NSI AMOUNT
Description of items Unit FOR 8 Factor AMOUNT
/ NSI NO. LOCATION AMOUNT (RS.) (RS.)
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.
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 .
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
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - V 18,22,910.08 4,17,920.00
SUB HEAD -VI :EXTERNAL LIGHT
Supplying, installation, testing and commissioning of 65W LED Street
Light IP66 LED with High performance having system lumen output of
minimum 9900 lumens, contemporary designed housing made of die-
NSI-7 Nos 32.00
cast aluminium, with street optic LENS for uniform light distribution. PF
better than 0.9, CRI better than 70 complete with all accessories. as
SITC of 5 mtr ht. Octagonal Pole along with foundation bolts & 1 M SAB
Top: 70mm , Bottom Dia: 130mm , Base Plate Size : 220 X220 X12 MM
NSI-8 Nos 32.00
with control box,6A MCB etc. as required .
TOTAL CARRIED TO SUMMARY FOR SUBHEAD -VI - 5,12,384.00
Digitally signed by VARUN
NAME OF WORK :- Construction of MP Hall at 8 location of JNV's in the state of Nagaland.
AMOUNT (IN RS.)
S.N DESCRIPTION
I. INTERNAL WORKS
A. SUB HEAD -I : SANITARY FIXTURES & FITTINGS 25,16,596.88 6,01,888.43
B. SUB HEAD-II- SOIL , WASTE VENT AND RAIN WATER PIPE 4,51,717.91 6,49,237.33
C. SUB HEAD- III - INTERNAL WATER SUPPLY 20,78,900.16 9,26,077.46
II. EXTERNAL WORKS
A. SUB HEAD-IV -EXTERNAL SEWERAGE & DRAINAGE WORK 65,80,789.38 15,79,858.23
B. SUB HEAD-V -EXTERNAL WATER SUPPLY 6,80,789.12 -
Digitally signed by VARUN
NAME OF WORK :- Construction of MP Hall at 8 location of JNV's in the state of Nagaland.
RATE (RS) AMOUNT (RS)
DSR QUANTITY DSR 2023 RATE
2023/NSI DESCRIPTION Unit FOR 8 INCL GST
LOCATION FACTOR 0.973 & NSI DSR -2023 NSI
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
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 )
17.31 complete with 6 mm thick hard board ground fixed to Each 72.00 2,502.16 1,80,155.52
wooden cleats with C.P brass screws and washers
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
17.5 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
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 96.00 1,610.27 1,54,585.92
engineer in charge.
Providing and fixing CP Brass Single lever telephonic
17.22B wall mixer of quality & make as approved by Engineer
Providing and fixing PTMT liquid soap container 109
mm wide, 125 mm high and 112 mm distance from
17.71 wall of standard shape with bracket of the same Each 56.00 261.97 14,670.32
materials with snap fittings of approved quality and
colour, weighing 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
8.10 embedding the stone in the chase with epoxy grout or
with cement concrete 1:2:4 (1 cement : 2 coarse sand
: 4 graded stone aggregate 6 mm nominal size) as per
direction of Engineer-in-charge and finished smooth.
8.10.2 Granite Stone of approved shade Sqm 16.00 6,305.16 1,00,882.56
Providing & fixing C.P. brass bib cock of approved
quality conforming to IS :8931.
Providing and fixing unplasticised P.V.C. connection
18.21 pipe with PTMT Nuts, collar and bush of approved
quality and colour.
18.21.1 30 cm length
18.21.1.1 15 mm nominal bore with Each 168.00 132.27 22,221.36
Providing and fixing C.P. brass shower rose with 15 or
Providing and fixing C.P. brass angle valve for basin
18.53 mixer and geyser points of approved quality
conforming to IS:8931
Providing and fixing CP Brass extension nipple ( size
18.53A 15mm x 50 mm ) of approved make and quality as per Each 168.00 116.40 19,555.20
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-
Digitally signed by VARUN
Providing and fixing stainless steel waste coupling 32
NS-2 mm dia full thread with 80mm height complete in all Each 72.00 605.56 43,600.32
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 176.00 1,089.27 1,91,712.24
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
brackets suitable for wall installation as per approved
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 8.00 2,087.94 16,703.50
TOTAL OF SUB HEAD - I 25,16,596.88 6,01,888.43
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 ,
12.41 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 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 ,
12.43 screwed 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
Providing and Fixing to the inlet mouth of rain water
12.44 pipe cast iron grating 15 cm diameter and weighing Each 64.00 85.12 5,447.68
not less than 440 grams .
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
NS-8 solvent cement joints including cutting chase or holes
in walls and floors and making good wherever
required complete in all respect.(i) Single socketed
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 176.00 284.99 50,157.81
Digitally signed by VARUN
Providing & fixing in position upvc multi floor trap/
NS-10 drain including cost of cutting and making good floors
wherever required.
a) 110 mm inlet and 110 outlet Each 16.00 130.01 2,080.13
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 all respects.
a) 110 mm diameter Pipe Each 80.00 201.44 16,115.38
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,
NS-12 offsets, access pieces, jointing with rubber
ring/solvent cement joints including cutting chase or
holes in walls and floors and making good wherever
TOTAL OF SUB HEAD - II 4,51,717.91 6,49,237.33
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
18.8 clamps at 1.00 m spacing. This includes jointing of
pipes & fittings with one step CPVC solvent cement
and the cost of cutting chases and making good the
same including testing of joints complete as per
direction of Engineer in Charge.
Concealed work, including cutting chases and
making good the walls etc.
18.8.1 15 mm nominal outer dia Pipes Metre 80.00 774.64 61,971.20
18.8.2 20 mm nominal outer dia Pipes Metre 304.00 836.57 2,54,317.28
18.8.3 25 mm nominal outer dia Pipes Metre 200.00 976.08 1,95,216.00
18.8.4 32 mm nominal outer dia Pipes Metre 120.00 1,150.44 1,38,052.80
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 64.00 521.30 33,363.20
18.7.3 25mm nominal bore Metre 128.00 624.86 79,982.08
Providing and fixing G.I. pipes complete with G.I.
18.10 fittings and clamps, i/c cutting and making good the
Internal work - Exposed on Wall
18.10.4 32 mm dia nominal bore Metre 120.00 1,037.93 1,24,551.60
18.10.6 50 mm dia nominal bore Metre 128.00 1,631.36 2,08,814.08
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.
Providing and fixing gun metal gate valve with C.I.
18.17 wheel of approved
quality (screwed end) :
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
Digitally signed by VARUN
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
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
NS-13 life #Accessories: Water inlet hosepipe and overflow Each 8.00 60,268.36 4,82,146.89
pipes 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
TOTAL OF SUB HEAD - III 20,78,900.16 9,26,077.46
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
2.10 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 :
2.10.1 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
2.25 not exceeding 20cm in depth, consolidating each Cum 78.74 305.00 24,015.70
deposited layer by ramming and watering, lead up to
50 m and lift upto 1.5 m
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 :
19.3.3 200 mm diameter S.W. pipe Metre 96.00 1,359.27 1,30,489.92
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 design:
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
19.6 mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
Digitally signed by VARUN
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),
19.7 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
Inside size 90x80 cm and 45 cm deep including C.I.
cover with frame (light duty) 455x610 mm internal
19.7.1 dimensions,total weight of cover and frame to be not
less than 38 kg (weight of cover 23 kg and weight of
With common burnt clay F.P.S.(non modular) bricks
of class designation 7.5
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
19.9 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
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
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
19.16 anchoring projections on tail length on 138 mm as per Each 248.00 861.62 2,13,681.76
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
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
19.21 mm 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.
19.21.1 For pipes 100 to 250 mm diameter Each 8.00 1,261.16 10,089.28
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
Digitally signed by VARUN
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 65,80,789.38 15,79,858.23
SUB HEAD- V EXTERNAL WATER SUPPLY
Providing and fixing G.I. pipes complete with G.I.
18.12 fittings including trenching and refilling etc.
18.12.4 32 mm dia nominal bore Metre 304.00 840.77 2,55,594.08
18.12.6 50 mm dia nominal bore Metre 224.00 1,186.00 2,65,664.00
Painting G.I. pipes and fittings with two coats of anti-
orrosive bitumastic paint of approved quality :
18.40.4 32 mm dia nominal bore Metre 304.00 34.55 10,503.20
18.40.6 50 mm dia nominal bore Metre 224.00 47.46 10,631.04
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 304.00 256.60 78,006.40
18.41.6 50 mm dia nominal bore Metre 224.00 269.60 60,390.40
TOTAL OF SUB HEAD - IV 6,80,789.12 0.00
Digitally signed by VARUN
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