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| # | Company | Amount |
|---|---|---|
| 1 | ₹32.0 Cr 2 FLOOR 201 NEW PARK STREET KOLKATA 700017 WEST BENGAL | ₹32.0 Cr |
Tender Value
₹40.2 Cr
EMD Value
₹40.2 L
Closing Date
11 Apr 2025, 11:00 amClosed
Construction and furnishing of 500 Bedded Multi-Storey Vishram Sadan at AIIMS Gorakhpur, UP
NBCC/CPG/AIIMS/Gorakhpur/2025/475
NBCC/CPG/AIIMS/Gorakhpur/2025/475
Open Tender-Domestic
Civil Works General
Gorakhpur, Uttar Pradesh
₹59,000
₹40.2 L
21 Mar 2025
21 Mar 2025
11 Apr 2025
11 Apr 2025
1 May 2025
ABSTRACT OF COST
S. NO SUB HEAD DSR AMOUNT NDSR AMOUNT Amount in Rs.
5 External Electrical Works ₹ 44,13,865.00 ₹ 33,25,577.80 ₹ 77,39,442.80
9 Funiture, Furnishing, Signage etc. ₹ 1,59,81,454.00 ₹ 1,59,81,454.00
Multiplication Factor for Modified Analysis of
Rate @0.973 on DSR Items
12 GRAND TOTAL (DSR + NDSR) ₹ 40,15,36,614.84
12 GRAND TOTAL (DSR + NDSR) ₹ 40,15,36,614.84
Digitally signed by
PRADYUMNA MUKHERJEE
PROJECT: PROPOSED CONSTRUCTION OF 500 BEDDED VISHRAM SADAN AT AIIMS GORAKHPUR, U.P
BUILDING (G+5) , BOQ - CIVIL WORKS
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
A 2.0 EARTH WORKS
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.
i 2.6.1 All kinds of soils Cum 6137 177.50 1089364.01
Extra for every additional lift of 1.5 m or part thereof in excavation / banking
excavated or stacked materials.
i 2.26.1 All kinds of soil Cum 2728 126.80 345868.81
Site Filling available excavated earth (excluding rock) in trenches, plinth, sides of
3 Developm foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited Cum 5300 196.00 1038791.36
ents layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Disposal of excavated excess ordinary rock/earth away from the site including
conveyance of materials up to an average lead of 5KM away from the site, and
correspondiong required lift, loading, unloading etc complete as directed by the
4 Engineer-in-charge. (The quantity is net quantity of capacity of truck after deduction of
20% for looseness)(considering the maximum disposal location at 5 KM distance)
Earth By mechanical transport including loading, unloading and stacking. (Lead upto
5KM away from the site)
Supplying and filling in plinth with sand under floors, including watering, ramming,
consolidating and dressing complete.
Surface dressing of the ground including removing vegetation and inequalities not
6 2.28 exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
i 2.28.1 All kinds of soil Sqm 2294 34.15 78327.81
Providing designation 100 A one brick flat soling joints filled with local sand including
7 cost of watering, taxes, royalty all complete as per building specification and direction Sqm 10 295 2950.775
8 2.34 Supplying chemical emulsion in sealed containers including delivery as specified
i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 1171 234.75 274862.94
9 Anti termite treatment
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite
treatment (excluding the cost of chemical emulsion) :
Along external wall where the apron is not provided using chemical emulsion @ 7.5
litres / sqm of the vertical surface of the substructure to a depth of 300mm including
excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/
Lindane E.C. 20% with 1% concentration
Treatment of soil under existing floors using chemical emulsion @ one litre per hole,
a) 2.35.3 300 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:
i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 1971 310.05 611121.49
Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/
Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia
holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same.
TOTAL (Carried Over to Summary of Civil Works) 5098820.34 2950.78
B 4.0 CONCRETE WORKS
Providing and laying in position cement concrete of specified grade excluding the cost
of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone
aggregate 40 mm nominal size)
b 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 433 6812.00 2947954.31
Centering and shuttering including strutting, propping etc. and removal of form work
i 4.3.1 Foundations, footings, bases for columns. Sqm 37 392.15 14509.55
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1
3 4.10 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) Sqm 523 410.85 214874.55
Extra for providing and mixing water proofing material in cement concrete work in Per 50 kg
doses by weight of cement as per manufacturer's specification. cement
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of
approved quality using 1.7kg per square metre on damp proof course after cleaning the
surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse
sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed
6 4.17 of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted Sqm 280 749.30 209757.17
with fine sand, including necessary excavation, levelling & dressing & finishing the top
TOTAL (Carried Over to Summary of Civil Works) 3511235.31 0.00
C 5.0 REINFORCED CEMENT CONCRETE WORK
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
Centering and shuttering including strutting, propping etc. and removal of form for :
a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 224 392.15 87704.15
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses
c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 10808 927.25 10022050.42
d 5.9.4 Shelves (Cast in situ) Sqm 123 927.25 113879.28
e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 10675 736.40 7861135.32
f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 994 961.30 955183.63
g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 1026 764.95 785182.93
h 5.9.9 Arches, domes, vaults up to 6 m span Sqm 10 2154.35 21543.50
Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills,
string courses, bands, copings, bed plates, anchor blocks and the like.
j 5.9.16 Edges of slabs and breaks in floors and walls
k 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 10 951.10 9511.00
Extra for additional height in centering, shuttering where ever 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 measured).
5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Sqm 20 287.50 5750.00
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4
graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel
2 5.18 wire, including centering and shuttering, roughening cleaning, fixing and finishing in
cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the
jambs, sills and soffits.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing
in position and binding all complete upto plinth level.
i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 193464 107.85 20865096.14
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing
in position and binding all complete above plinth level.
i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 567869 107.85 61244657.17
Providing and laying in position machine batched and machine mixed design mix M-25
grade cement concrete for reinforced cement concrete work, using cement content as
per approved design mix, including pumping of concrete to site of laying but excluding
the cost of centering, shuttering, finishing and reinforcement, including admixtures in
5 5.33 recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength and durability as per direction of
Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.
Excess/ less cement used as per design mix is payable/recoverable separately).
i 5.33.1 All works upto plinth level. Cum 1752 9504.75 16649389.40
ii 5.33.2 All works above plinth level upto floor V level. Cum 3664 9860.40 36125117.15
Add for using extra cement in the items of design mix over and above the specified
cement content therein.
Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part
TOTAL (Carried Over to Summary of Civil Works) 158525944.86 0.00
D 6.0 BRICK WORK
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 68.00 7132.25 484993.00
Brick work with non modular fly ash bricks conforming to IS:12894, class designation
2 6.34 10 average compressive strength in super structure above plinth level up to floor V
i 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 2350 8752.55 20565254.06
Half brick masonry with non modular fly ash bricks of class designation 10,
conformingio IS :12894, in super structure above plinth and upto floor V level.
i 6.45.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 4240 1105.80 4688391.85
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third
course of half brick masonry.
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay
5 6.44 F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement rmt 373 59.45 22189.71
mortar 1:4 (1 cement : 4 fine sand).
Extra for brick work / AAC block masonry / Tile brick masonry in superstructure
above floor V level, for each four floors or part thereof by mechanical means.
Extra for half brick masonry in superstructure, above floor V level for every four floors
or part thereof by mechanical means.
TOTAL (Carried Over to Summary of Civil Works) 26228788.60 0.00
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
7.0 MARBLE & GRANITE WORK
Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm
1 7.38 thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white
cement with an admixture of pigment to match the stone shade.
E 8.0 MARBLE & GRANITE WORK
Providing and fixing 18mm thick gang saw cut ( premoulded and prepolished) machine
cut for kitchen platforms, vanity counters, window sills , facias and similar locations of
required size of approved shade, colour and texture laid over 20mm thick base cement
1 8.2 mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed
with matching pigment, epoxy touch ups, including rubbing, curing, moulding and
polishing to edge to give high gloss finish etc. complete at all levels.
a) 8.2.2 Granite of any colour and shade
i 8.2.2.2 Area of slab over 0.50 sqm SQM 123 5136.30 630809.55
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc.,
2 8.3 including machine polishing to edge to give high gloss finish etc. complete as per
design approved by Engineer-in-Charge.
i 8.3.2 Granite work metre 205 510.95 104586.36
Extra for fixing marble / granite stone over and above corresponding basic item, in
3 8.4 facia and drops of width upto 150mm with epoxy resin baesd adhesive including metre 4000 568.55 2274421.73
cleaning etc. complete.
Extra for providing opening of required size & shape for wash basins/ kitchen sink in
kitchen platform, vanity counters and similar location in marble/Granite/Stone work
including necessary holes for pillar taps etc. including rubbing and polishing of cut
edge etc. complete.
Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3
4 8.9 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white
cement complete.
i 8.9.1.2 Granite of any colour and shade Sqm. 31 3105.50 95596.61
Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3
4.0 8.9 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white
cement complete.
8.9.1.2 Granite of any colour and shade Sqm 667 3617.55 2414497.57
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut
stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to
structural steel frame work and/ or with the help of cramps, pins etc. and sealing the
8.20 joints with approved weather sealant as per Architectural drawing and direction of
Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be
paid for separately).
8.20.1 Red sand stone - 30mm thick gang saw cut stone Sqm 2902.65 0.00
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622
(thickness to be specified by the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineer-in-
5 8.31 Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar Sqm 5304 1267.95 6725777.38
1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,
including pointing in white cement mixed with pigment of matching shade complete.
TOTAL (Carried Over to Summary of Civil Works) 12402281.19 0.00
F 9.0 WOOD & PVC WORK
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I)
non-decorative type, core of block board construction with frame of 1st class hard
wood and well matched commercial 3 ply veneering with vertical grains or cross bands
and face veneers on both faces of shutters:
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth
2 9.23 on all edges of flush door shutters (over all area of door shutter to be measured). Sqm 857 462.35 396456.34
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average
3 9.27 width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors,
windows and clerestory windows with hinges and necessary screws :
9.27.1 35 mm thick shutters
9.27.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size
Second class teak wood
Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :
Providing and fixing M.S. grills of required pattern in frames of windows etc. with
M.S. flats, square or round bars etc. including priming coat with approved steel primer
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. KG 10404 238.35 2479718.92
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in
gloss / matt / suede finish with high density protective surface layer and reverse side of
adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of
approved quality.
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
Providing and fixing aluminium extruded section body tubular type universal hydraulic
door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight
7 9.84 upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed Each 390 983.15 383428.50
adjustment with necessary accessories and screws etc. complete.
Providing and fixing stainless steel sliding door bolts, ISI marked of approved make or
8 MR as per direction of engineer in charge, transparent or dyed to required colour or shade,
with nuts and screws etc. complete :
Providing and fixing stainless steel tower bolts, ISI marked, of approved make or as per
9 MR direction of engineer in charge, transparent or dyed to required colour or shade, with
nuts and screws etc. complete :
Providing and fixing stainless steel handles, ISI marked,of approved make or as per
10 MR direction of engineer in charge, transparent or dyed to required colour or shade, with
nuts and screws etc. complete :
Providing and fixing stainless steel hanging floor door stopper, ISI marked, of
11 MR approved make or as per direction of engineer in charge, transparent or dyed to
required colour or shade, with nuts and screws etc. complete :
i Single rubber stopper Each 390 72 27912.30
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers
12 9.76 and a pair of lever handles of approved quality with necessary screws etc. complete. Each 1 854.65 854.65
Providing and fixing fire resistant door frame of section 50 x 60 mm 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 (
13 9.161 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in metre 189 2202.90 416348.10
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).
Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire
Rating confirming to IS:3614 (Part II) or EN1634-1:1999, 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 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than
14 9.162 120gm/m²) duly filled mineral wool insulation having density min 96 kg/ m³ and fixing Sqm 108 12017.90 1297933.20
with necessary stainless steel ball bearing hinges of size
100x89x3mm 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).
Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim
15 9.139 Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be each 60 8366.15 501969.00
approved by the Engineer- in- charge, all complete.
Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5
mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints
and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross
section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to
be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing
16 9.141 EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC metre 1718 573.45 984986.39
frame strip with PVC solvent cement on the back of the profile. The door frame to be
fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per
manufacturer's specification and direction of Engineer -in- charge.
35 mm thick factory made Solid panel PVC Door shutter, made out of single piece
extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock
rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall
be tapered (on both side), having one side thickness of 15 mm integrally extruded on
the hinge side of the profile for better screw holding power, including reinforcing with
MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut &
joint with the help of PVC solvent cement, self driven self tapping screws & M.S.
rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17
17 9.142.2 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of Sqm 547 4713.05 2575799.65
size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both
ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the
styles & rails with the help of solvent and self driven self tapping screws of 125 mm x
11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in
the door as panel, all complete as per manufacturer's specification and direction of
Engineer-in-charge. Decorative finish (wood grained finish).
Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and
clerestory windows using wire gauge with average width of aperture 1.4 mm in both
directions with wire of dia. 0.50 mm all complete.
With 12 mm mild steel U beading
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising
of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever
required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1
and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608
in any shape, colour and design duly reinforced with galvanized mild steel section
made of required shape & size as per CPWD Specification, uPVC extruded glazing
beads, interlocks and Inline sash adaptor (where ever required) of appropriate
dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia
with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing
19 9.147A frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall
be mitred cut and fusion welded/mechanically jointed duly sealed at all corners,
including drilling of holes for fixing hardware and drainage of water etc. After fixing
frame the gap between frame and adjacent finished wall shall be filled with weather
proof silicon sealant over backer rod of approved size and quality, all complete as per
approved drawing conforming to CPWD specification & direction of Engineer-in-
Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per
design approved by Engineer-in-Charge.
Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without
high performance coatings as per design requirements and conforming to IS: 3548 &
IS: 16231 shall be paid separately.
Note:- Structural design proof checked from a Government Engineering Institute, to be
provided by the manufacturer for ) Sites with basic wind speed > 45 m/sec as per IS
875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds.
Three track three panels sliding window with two glazed & one wire mesh panels with
9.147.A4 aluminium channel for roller track, wool pile, nylon rollers with SS 304 body
Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and
9.147.A4. fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder
2 coated handle on every glazed panel along with multi-point locking system. (Height
Providing and fixing zinc alloyed (white powder coated) touch lock for Alluminium
sliding window with necessary screws etc. complete.
Providing and fixing steel roller for Alluminium sliding window with necessary screws
TOTAL (Carried Over to Summary of Civil Works) 13356158.39 708104.20
G 10.0 STEEL WORK
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured
from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock
jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or
base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical
including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate
and shock absorbers as specified and applying a coat of approved steel primer after pre-
treatment of the surface as directed by Engineer-in-charge:
10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb metre 2284 583.30 1332403.03
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan
clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with
its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/
M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners.
Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing
2 10.25 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
Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash
fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter
3 10.27 sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of
hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,
channels, plates etc., including welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with necessary stainless steel nuts
and bolts complete, i/c fixing the railing with necessary accessories & stainless steel
4 10.28 dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the KG 4487 772.40 3465789.70
side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for
payment purpose only weight of stainless steel members shall be considered excluding
fixing accessories such as nuts, bolts, fasteners etc.)
TOTAL (Carried Over to Summary of Civil Works) 7715191.00 0.00
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
H 11.0 FLOORING WORK
Chequerred precast cement concrete tiles 22 mm thick in footpath & 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).
i 11.20.1 Light shade pigment using white cement Sqm 53 1402.00 74950.92
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with
grey cement slurry mixed with pigment to match the shade of the slab, including
rubbing and polishing complete with base of cement mortar 1 : 4 (1
cement : 4 coarse sand) :
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12
mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey
cement slurry mixed with pigment to match the shade of the slabs, including rubbing
and polishing complete.
2 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. rmt 1257 191.40 240647.22
Providing & Laying vitrified floor tiles in different sizes ( thickness to be specified by
the manufacturer) with water absorption's less than 0.08% and confirming to IS : 15622
3 11.41 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1
cement : 4 coarse sand) including grouting the joints with white cement and matching
pigments etc, complete.
Providing and laying Vitrified tiles in different sizes (thickness to be specified by
manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622,
of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick
4 11.46 bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved
make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20
5 11.38 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey Sqm 2001 1315.05 2631252.71
cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and
matching pigments etc., complete.
Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in
required pattern in linear portion of the building all complete as per architectural
drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement
mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4
6 11.51 kg/sqm including pointing with white cement slurry admixed with pigment to match
marble shade including rubbing, curing and polishing etc. all complete as specified and
as directed by the Engineer-in-Charge.
18 mm thick Italian Marble stone slab, Perlato, Rosso verona,
Fire Red or Dark Emperadore etc.
Providing and laying Polished Granite stone flooring in required design and patterns, in
linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of
6 11.56 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 jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
TOTAL (Carried Over to Summary of Civil Works) 20855583.12 0.00
I 12.0 ROOFING
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
1 12.22 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 each 12 298.25 3579.00
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 face 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.(i) Single socketed pipes.
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for
unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including
3 12.42 jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal
a) 12.42.1 Coupler
c) 12.42.6 Shoe (Plain)
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in
true horizontal level, suspended on inter locking metal grid of hot dipped galvanized
steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main
"T" runner with suitably spaced joints to get required length and of size 24x38 mm
made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and
cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long
spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm
and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick
(minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids
#### 12.52 of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of
approved texture in the grid including, required cutting/making, opening for services
like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be
suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to
ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with
galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to
center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-
painted with polyester paint, all complete for all heights as per specifications, drawings
and as directed by Engineer-in-charge.
GI Metal Ceiling Lay in plain Tegular edge Global white
color tiles of size 595x595 mm, and 0.5 mm thick with 8
mm drop; made of G I sheet having galvanizing of 100
12.52.1 gms/sqm (both sides inclusive) and electro statically Sqm 20 1591.70 31834.00
polyester powder coated of thickness 60 microns
(minimum), including factory painted after bending.
TOTAL (Carried Over to Summary of Civil Works) 140164.24
J 13.0 FINISHING WORK
1 13.4 12 mm cement plaster of mix :
2 13.5 15 mm cement plaster on rough side of single or half brick wall of mix :
Add or deduct for plaster drip course/ groove in or moulding to R.C.C.
projections.plastered surface
4 13.16 6 mm cement plaster of mix :
Extra for providing and mixing water proofing material in cement plaster work in per bag of
proportion recommended by the manufacturers. 50KG
Extra for plastering exterior walls of height more than 10 m from ground level for
every additional height of 3 m or part thereof.
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound)
content less than 50 grams/ litre, of approved brand and manufacture, including
7 13.82.2 applying additional coats wherever required, to achieve even shade and colour. Sqm 32929 137.45 4526151.18
Applying priming coats with primer of approved brand and manufacture, having low
VOC (Volatile Organic Compound) content.
With water thinnable cement primer on wall surface having VOC content less than 50
9 13.45 Finishing walls with textured exterior paint of required shade :
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat
of water proofing cement paint applied @ 2.20kg/10 sqm.
Painting with synthetic enamel paint of approved brand and manufacture to give an
13.61.1 Two or more coats on new work SQM 861 155.90 134206.22
Providing and applying white cement based putty of average thickness 1 mm, of
11 13.80 approved brand and manufacturer, over the plastered wall surface to prepare the SQM 38796 156.05 6054093.75
surface even and smooth complete.
Providing and fixing GI hexagonal chicken wire mesh of size 12mm x22g at the
junction of disimilar surfaces of brick masonry wall and R C C column by beams and
the like including necessary nails for fixing etc, complete all as per specification and
direction of Engineer -in -charge for all floor at all heights.
Providing and fixing 50mm Glass Reinforced Concrete (G.R.C) jali at all levels &
heights in approved size, pattern, design, thickness and color. The Screens should be
made from ‘53 grade’White Portland Cement, Quartz, Fine Silica Sand, Alkali
Resistant Glass Fiber, Super Plasticizers, Polymers and U.V resistant Synthetic
13 MR inorganic pigments should be used for pigmentation. The material casting should take Sqm 223 6250 1395000.00
place in Synthetic Rubber / FRP Mould. The fixing of Jali should be ‘Dry fixing’ i.e. to
be done with MS/SS ‘L’ shaped Clamps, dash fasteners and pins etc as per site
TOTAL (Carried Over to Summary of Civil Works) 28692659.90 1910207.49
K 21.0 ALUMINIUM WORK
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
Providing and fixing aluminium work for doors, windows, ventilators and partitions
with extruded built up standard tubular sections/appropriate Z sections and other
sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs
and screws or with fixing clips, or with expansion hold fasteners including necessary
filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene
1 21.1 felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed
echanically wherever required including cleat angle, Aluminium snap beading for
glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural
drawings and the directions of Engineer-in-charge. Glazing and paneling to be paid for
a) 21.1.1 For fixed portion.
i 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 6710 530.90 3562195.66
For shutters of doors, windows & ventilators including providing and fixing hinges/
pivots and making provision for fixing of fittings wherever required including the cost
of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
i 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 5920 634.45 3756166.06
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer
or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling
21.2 fixed in aluminum doors, windows shutters and partition frames with C.P. brass /
stainless steel screws etc. complete as per architectural drawings and directions of
engineer-in-charge.
Pre-laminated particle board with decorative lamination
Providing and fixing glazing in aluminium door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in-charge . (Cost of aluminium
snap beading shall be paid in basic item):
i 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/ sqm) Sqm 832 1685.40 1402749.99
Filling the gap in between aluminium frame and adjacent RCC/Brickwork/ Stone Work
3 21.8 by providing weather silicon sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-charge
i 21.8.1 Upto 5mm depth and 5mm width metre 3947 96.75 381862.58
TOTAL (Carried Over to Summary of Civil Works) 9178866.10 0.00
L 22.0 WATER PROOFING
Providing and laying water proofing treatment to vertical and horizontal surfaces of
depressed portions of W.C., kitchen and the like consisting of :
(i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing
compound conforming to IS 2645 in recommended proportions including rounding off
junction of vertical and horizontal surface. (ii) IInd course of 20mm cement plaster 1:3
(1 cement : 3 coarse sand) mixed with water proofing compound in recommended
proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd SQM 777 769.60 598086.17
course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area.
(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet
should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)
Supplying and Stacking Filling sunken floor with over burnt jhama brick aggregate
2 16.3.4 120mm to 40mm including compacting of materials complete as specified and directed Cum 194 798.10 155058.66
for all levels.
Providing & 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
2.75kg/sqm of cement admixed with water proofing compound confirming to IS. 2645
and approved by Engineer-in-charge over the RCC slab including adjoining walls upto
300mm height including cleaning the surface before treatment. b) Laying brick bats
3 22.7 with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement
mortar 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compound
confirming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of
cement of 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound
confirming to IS : 2645 and approved by Engineer-in-charge to required slope and
treating similarly the
adjoining walls upto 300mm height including rounding of junctions of walls and slabs.
c) After two days of proper curing applying a second coat of cement slurry using
2.75kg/sqm of cement admixed with water proofing compound confirming to IS : 2645
and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick
jointless cement mortar 1:4 (1 cement : 4 coarse sand ) admixed with water proofing
compound confirming to IS : 2645 and approved by Engineer-in-charge including
laying glass fibre cloth of approved quality in top layer and finally finishing the surface
with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm
deep. e) The whole terrace so finished shall be flooded with water for a minimum
period of two weeks for curing and for final test. All above operations to be done in
order and as directed and specified by the Engineer-in-charge:
i 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65mm. SQM 1773 1684.60 2987056.07
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels /
subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral
crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral
crystalline slurry : 1 part water) for horizontal surfaces and applying the same from
negative (internal) side with the help of synthetic fiber brush. The material shall meet
4 22.23 the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of
concrete by more than 90% compared with control concrete as per DIN 1048 and
resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be
capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried
out all complete as per specification and the direction of the engineerin- charge. The
product performance shall carry guarantee for 10 years against any leakage.
i 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 90 472.90 42776.64
ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 94 362.80 33958.26
TOTAL (Carried Over to Summary of Civil Works) 3816935.81 0.00
25.0 STRUCTURAL GLAZING ALUMINIUM COMPOSITE SECTION
Providing and supplying aluminium extruded tubular and other aluminium sections as
per the architectural drawings and approved shop drawings , the aluminium quality as
per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-
80 microns conforming to AAMA 2604 of required colour and shade as approved by
1 25.1 the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, Kg 1577 414.30 653443.24
screws etc. necessary for fabrication of extruded
aluminium frame work. Nothing extra shall be paid on this account). The weight of
aluminium extruded section shall be taken for purpose of payment.
Designing, fabricating, testing, protection, installing and fixing in position semi (grid)
2 25.2 unitized system of structural glazing (with open joints) for linear as well as curvilinear
portions of the building for all heights and all levels, including:
(a) Structural analysis & design and preparation of shop drawings for the specified
design loads conforming to IS 875 part III (the system must passed the proof test at 1.5
times design wind pressure without any failure), including functional design of the
aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats,
sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,
structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals,
microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage
and protection against fire hazard including:
(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of
6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3
Dimentional movement for achieving perfect verticality and fixing structural glazing
system rigidly to the RCC/ masonry/ structural steel framework of building structure
using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic
contacts with nuts and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers.
(c) Providing and filling, two part pump filled, structural silicone sealant and one part
weather silicone sealant compatible with the structural silicone sealant of required bite
size in a clean and controlled factory / work shop environment, including double sided
spacer tape, setting blocks and backer rod, all of approved grade, brand and
manufacture, as per the approved sealant design, within and all around the perimeter
for holding glass.
(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and
of sizes, shapes and profiles, as required as per the site conditions, to seal the gap
between the building structure and all its interfaces with curtain glazing to make it
(e) Making provision for drainage of moisture/ water that enters the curtain glazing
system to make it watertight, by
incorporating principles of pressure equalization, providing
suitable gutter profiles at bottom (if required), making necessary holes of required sizes
and of required numbers etc. complete. This item includes cost of all inputs of
designing, labour for fabricating and installation of aluminium grid, installation of
glazed units, T&P, scaffolding and other incidental charges including wastages etc.,
enabling temporary structures and services, cranes or cradles etc. as described above
and as specified. The item includes the cost of getting all the structural and functional
design including shop drawings checked by a structural designer, dully approved by
Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all
samples of the individual components for testing in an approved laboratory, field tests
on the assembled working structural glazing as specified, cleaning and protection till
the handing over of the building for occupation. In the end, the Contractor shall
provide a water tight structural glazing having all the performance characteristics etc.
all complete as required, as per the Architectural drawings, as per item description, as
specified, as per the approved shop drawings and as directed by the Engineer- in-
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. DSR- DESCRIPTION DSR-2023 DSR-2023 NDSR NDSR
No. 2023 RATE Amount RATE Amount
Note:- 1. The cost of providing extruded aluminium frames,
shadow boxes, extruded aluminium section capping for fixing in the grooves of the
curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately
under relevant items under this sub- head. However, for the purpose of payment, only
the actual area of structural glazing (including width of grooves) on the external face
shall be measured in sqm. up to two decimal places.
Note:-2. The following performance test are to be conducted
on structural glazing system if area of structural glazing
exceeds 2500 Sqm from the certified laboratories
accreditated by NABL(National Accreditation Board for
Testing and Calibration Laboratories), Department of
Science & Technologies, India. Cost of testing is payable
The NIT approving authority will decide the necessity of testing on the basis of cost of
the work, cost of the test and importance of the work. Performance Testing of
Structural glazing system Tests to be conducted in the NABL accredited lab or any
other accreditation body which operates in accordance with ISO/ IEC 17011 and
accredits labs as per ISO/IEC 17025
1. Performance Laboratory Test for Air Leakage Test (-50pa
to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04
testing method for a range of testing limit 1 to 200 mVhr
2. Static Water Penetration Test. (50pa to 1500pa) as
per ASTME- 331-09 testing method for a range up to
3. Dynamic Water Penetration (50pa to 1500pa) as per
AAMA 501.01- 05 testing method for a range upto
4. Structural Performance Deflection and deformation by Sqm 303 3510.50 1064776.78
static air pressure test (1.5 times design wind pressure
without any failure) as per ASTME-330-10 testing method
for a range upto 50 mm
5. Seismic Movement Test (upto 30 mm) as per AAMA
501.4-09 testing method for Qualitative test, Tests to be
conducted on site.
6. Onsite Test for Water Leakage for a pressure range 50
kpa to 240 kpa (35psi) upto 2000 ml
Providing, assembling and supplying vision glass panels (IGUs) comprising of
hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of
size and shape as required and specified, comprising of an outer heat strengthened float
glass 6mm thick, of approved colour and shade with reflective soft coating on surface #
2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick,
3 25.3 spacer tube 12mm wide, dessicants, including primary seal and secondary seal
(structural silicone sealant) etc. all complete for the required performances, as per the
Architectural drawings, as per the approved shop drawings, as specified and as directed
by the Engineer-in-Charge. The IGUs shall be assembled in
the factory/ workshop of the glass processor.
(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item
For payment, only the actual area of glass on face # 1 of the glass panels (excluding the
areas of the grooves and weather silicone sealant) provided and fixed in position, shall
be measured in sqm.
(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face #
2, + 12mm Airgap + 6mm Heat
Strengthened clear Glass of approved make having properties as visible Light
transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection Sqm 303 3718.70 1127926.33
external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/ m2
degree K etc. The properties of performance glass shall be decided by technical
sanctioning authority as per the site requirement.
TOTAL (Carried Over to Summary of Civil Works) 2846146.35 0.00
ALL SUB-HEAD TOTAL 292368775.21 2621262.46
GRAND TOTAL 294990037.67
GRAND TOTAL 294990037.67
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS
GORAKHPUR, U.P.
ABSTRACT OF ELECTRICAL WORKS ESTIMATE_VISHRAM SADAN
DESCRIPTION DSR AMOUNT NON DSR AMOUNT TOTAL
1 SUBHEAD :1_WIRING 8428996 0 8428996
2 SUBHEAD :2_LIGHT FITTINGS AND FANS 1345787 3397432 4743219
3 SUBHEAD :3_MCB ,DB'S 621185 0 621185
4 SUBHEAD :4_EARTHING 241128 0 241128
6 Site Developments 0 1166826 1166826
7 SUBHEAD :7_LT CABLE, LAYING & TERMINATIONS47908 250976 298884
8 SUBHEAD :8_CABLE TRAY 173118 0 173118
9 SUBHEAD :9_SOLAR PHOTOVOLTAIC 1221200 0 1221200
10 SUBHEAD :10_LIGHTNING PROTECTION SYSTEM 0 1319013 1319013
11 SUBHEAD :11_TV, DATA & VOICE SYSTEM 1225882 15023992 16249874
12 SUBHEAD :12_CCTV SYSTEM 575505 0 575505
13 SUBHEAD :13_FIRE ALARM SYSTEM 251453 0 251453
14 SUBHEAD :14_PUBLIC ADDRESS SYSTEM 520680 0 520680
16 SUBHEAD :16_MISCELLANEOUS ITEMS 107286 0 107286
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
SUBHEAD :1_WIRING
Wiring for light point/ fan point/ exhaust fan point/ call bell point with
1.5 sq.mm FRLS PVC insulated copper conductor single core cable in
surface / recessed medium class PVC conduit, with modular switch,
modular plate, suitable GI box and earthing the point with 1.5 sq.mm
FRLS PVC insulated copper conductor single core cable etc. as
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 PVC conduit, and earthing the point with 1.5 sq. mm
FRLS PVC insulated copper conductor single core cable etc. as
Wiring for circuit/ submain wiring alongwith earth wire with the
following sizes of FRLS PVC insulated copper conductor, single core
cable in surface/ recessed medium class PVC conduit as required.
6 1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Metre 400 924 369600
7 1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 30 1166 34980
Supplying and drawing following sizes of FRLS PVC insulated
8 1.17 copper conductor, single core cable in the existing surface/ recessed
steel/ PVC conduit as reqired.
Supplying and fixing of following sizes of medium class PVC conduit
12 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 fixing modular blanking plate on the existing
modular plate & switch box excluding modular plate as required.
Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in recess, including providing and fixing 3
pin 5/6 A modular socket outlet and 5/6 A modular switch,
connections etc. as required
Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in recess, including providng and fixing 2
16 1.56 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular Each 238 676 160888
switch, connections etc. as required. (For light plugs to be used in non
residential buildings).
Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in recess, including providing and fixing 6
pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,
connections etc. as required.
Supplying & fixing suitable size GI box wih modular plate and cover
in front on surface or in recess including providing and fixing 25 A
modular socket outlet and 25 A modular SP MCB, "C" curve
including connections, painting etc. as required.
Supplying and fixing brass batten/ angle holder including connection
etc. as required
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V,
complete as required.
Providing and fixing M.S. Fan clamp of 16 mm dia M.S. bar, bent to
10.17 shape with hooked ends in R.C.C. slabs or beams during laying,
(DSR-Civil) including painting the exposed portion of loop, all as per standard
design complete.
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box
for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of
1.5 mm thick M.S. sheet with its top surface hacked for proper
10.18 bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by
(DSR-Civil) means of 3.3 mm dia round headed screws, one lock at the corners.
Clamp shall be made of 12 mm dia M.S. bar bent to shape as per
standard drawing.
23 TOTAL OF SUBHEAD :1 8428996 0 8428996
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
24 SUBHEAD :2_LIGHT FITTINGS AND FANS
Installation ,Testing, Commissioning of wall bracket /ceiling fittings
of all sizes and shapes containing upto two GLS/CFL/LED lamps per
fitting, complete with all accessories including connections etc. 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
26 19.10 speed control and all remaining accessories including safety pin, nut Each 393 2730 1072890
bolts, washers, temperature rise=75 degree C (max.), insulation
resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single
phase AC , earthing etc. complete as required
Installation of exhaust fan in the existing opening, including making
27 1.50 good the damage, connection, testing, commissioning etc. as required
Extra for fixing the louvers/ shutters complete with frame for a
exhaust fan of all sizes
Supply of 15W LED Bulb, 6500K with & integrated electronic driver.
30 MR of Cate. Ref. HAVELLS: NU BULB PLUS 15 W 865 B22 3 STAR or Each 46 279 12823
apporoved equivalent.
Supply of 22W LED, Basic all purpose surface and wall mounted
LED batten with powdered coated aluminum housing & integrated
31 MR electronic driver with THD<10%. of Cate. Ref. HAVELLS: Each 364 1394 507343.2
ENDURALINEARNEOBS22WLED865SPCWH or apporoved
Supply of Surface mounted 18W LED downlighter with white powder
coated aluminium housing with integrated electronic driver
etc,complete with all fixing accessories as required of Cate. Ref.
HAVELLS: ENDURANEOHESURFACEDLS18WLED857S or
apporoved equivalent.
Supply of Surface mounted 36 watt LED Panel light (4' x 1') provides
soft light and glare free symmetrical illumination complete with
integrated electronic driver & LED directly on ceiling.complete with
all fixing accessories as required of Cate. Ref. HAVELLS :
PLANOSUR4X1PLS36WLED857S0720
Supply of Energy saving new generation 10W LED 6500K bulkhead
luminaire with opal diffuser etc with all fixing accessories as required
34 MR of Cate. Ref. HAVELLS: Each 34 1394 47389
RUGBYGENXFTS10WLED865SSYMBOPC or apporoved
Supply of sizes 230 mm, 230 v A.C. heavay duity exhaust fan
complete with motor,blades,frame, bracket, lover/shutter etc. as
required of Cate. Ref. HAVELLS: FHVVEMTDBB09 or apporoved
37 SUBHEAD :3_MCB ,DB'S
Supplying and fixing of following ways surface/ recess mounting,
vertical type, 415 V, TPN MCB distribution board Of sheet Steel, dust
protected, duly powder painted, inclusive Of 200 A tinned copper bus
38 2.5 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.)
39 2.5.1 4way TPN (4+12) double door Each 12 7512 90144
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supplying and fixing following way, horizontal type three pole and
neutral, sheet steel, MCB distribution board, 415 V, on surface/
40 2.4 recess, complete with tinned copper bus bar, neutral bus bar, earth bar,
din bar, interconnections, powder painted including earthing etc. as
required. (But without MCB/RCCB/Isolator)
Supplying and fixing following way, single pole and neutral, sheet
steel, MCB distribution board, 240 V, on surface/ recess, complete
43 2.3 with tinned copper bus bar, neutral bus bar, earth bar, din bar,
interconnections, powder painted including earthing etc. as required.
(But without MCB/RCCB/Isolator
44 2.3.1 6 way, Double door Each 2 2206 4412
45 2.3.3 12 way, Double door Each 12 2315 27780
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
48 2.10.5 Triple pole and neutral (For VTPN DB) Each 36 1228 44208
Supplying and fixing following rating, four pole, 415 V, isolator in the
49 2.13 existing MCB DB complete with connections, testing and
commissioning etc. as required
Supplying and fixing following rating, double pole, 230 V, isolator in
52 2.12 the existing MCB DB complete with connections, testing and
commissioning etc. as required
Supplying and fixing following rating,four pole, (three phase and
neutral), 415 volts, residual current circuit breaker (RCCB), having a
54 2.15 sensitivity current 30 mA in the existing MCB DB complete with
connections, testing and commissioning etc. as required.
Supplying and fixing Cable End Box (Loose Wire Box) suitable for
following triple pole and neutral, sheet steel, MCB distribution
56 2.24 board, 415 Volts, on surface/ recess, complete with testing and
commissioning etc.as required.
57 2.24.2 For 6 way, Double door TPN MCBDB Each 14 1124 15736
58 2.24.3 For 8 way, Double door TPN MCBDB Each 10 1340 13400
Supplying and fixing Cable End Box (Loose Wire Box) suitable for
following single pole and neutral, sheet steel, MCB distribution board,
240 Volts, on surface/ recess, complete with testing and
commissioning etc.as required.
60 2.23.1 For 6 way, Double door SPN MCBDB Each 2 752 1504
61 2.23.3 For 10 way, Double door SPN MCBDB Each 12 810 9720
Supplying and fixing Cable End Box (Loose Wire Box) suitable for
triple pole and neutral, sheet steel, Vertical MCB distribution
62 2.25 board, 415 Volts, on surface/ recess, complete with testing and Each 12 1170 14040
commissioning etc. as required
Supplying and fixing single pole blanking plate in the existing MCB
DB complete etc. as required
64 TOTAL OF SUBHEAD :3 621185 0 621185
65 SUBHEAD :4_EARTHING
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick
including accessories, and providing masonry enclosure with cover
plate having locking arrangement and watering pipe of 2.7 metre long
etc. with charcoal/ coke and salt as required
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick
including accessories, and providing masonry enclosure with cover
plate having locking arrangement and watering pipe of 2.7 metre long
etc. with charcoal/ coke and salt as required.
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below
ground as strip earth electrode, including connection/ terminating with
68 5.8 nut, bolt, spring, washer etc. as required. (Jointing shall be done by Metre 100 972 97200
overlapping and with 2 sets of brass nut bolt & spring washer spaced
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below
ground as strip earth electrode, including connection/ terminating with
69 5.9 G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done Metre 200 144 28800
by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced
70 TOTAL OF SUBHEAD :4 241128 0 241128
71 SUBHEAD :5_UPS
Supply,installation, testing & commissiong of micro processor /DSP
controlled 10 KVA UPS operating with redundancy and having
IGBT based rectifier to achieve THDI < 3% , input power factor of
0.99, output power factor 0.9, efficiency 94% minimum at 100%
loading. True Online Double Conversion (VFI as per IEC 62040-3)
PAR (2023) UPS using PWM IGBT technology on charger and inverter section , 3
72 Phase input and 3 phase 415 V output UPS system and UPS should KVA 1 212900 212900
have preferably Built in Isolation transfomer or External at Inverter out
put with each UPS.with Sealed Maintenance free 12V batteries with
30 Mins. backup time on each UPS with inerconnectors as per
specification. Battery sizing at 1.75 [email protected] PF for approval.
73 TOTAL OF SUBHEAD :5 212900 0 212900
74 SUBHEAD :6_ELE. MEDIUM VOLTAGE PANELS
NOTE: Contactor will submit the GA Drawings of Panel for
Approvel from Client/Consultant before order the panel.
76 MR MDB-01 Typ. For MDB-02
Fabrication, supply, installation, testing and commissionings of
cubicle type floor/ wall mounted Main Distribution Board panel
made out of 16mm thick CRCA sheet including connection, inter-
connection alongwith 4 stsrip aluminium bus bar as per CPWD
specifications, ( Part IV - Sub-station) and IS: 8623 comprising of
followings panel mounting switchgears etc. as required.,
1 Nos. 250 Amps FP MCCB 35KA With Microprocessor based
release for O/C,& S/C Protection.
One (1) Nos. Three Phase Multi Function Meter with necessary CTs.
81 Protection Istrument
One (1) Nos. (0-500V) 96 x 96 Sq.mm voltmeter with control Fuse &
selector switch.
1 Set of (0-250 Amps) 96 x 96mm CT operated Ammeter with 3 way
selector switch and 250/5A, CL-1, 10VA CT.
One (1) Set of Phase Indication & ON/OFF/TRIP Lamp with 2A Fuse.
300 Amps TP&N aluminum conductor bus bar (BPTM type
86 Heat-shrinkable busbar insulation) supported by DMC / FRP
12 nos. 63A FP MCCB 25kA With TM Based Release (O/C,S/C)
Protection & Rom
89 12 Set of LED ON/OFF Indication Lamp with 2A Fuse.
90 MR MDB-01 Typ. For MDB-02 above & as per SLD Set 2 282538 565076 565076
91 MR MCCB BOX (UPS I/O PANEL)
Fabrication, supply, installation, testing and commissionings of FP
MCCB Box made out of 16mm thick CRCA sheet including
92 connection, inter-connection as per CP WD specifications, ( Part IV -
Sub-station) and IS: 8623 comprising of followings panel mounting
switchgears etc. as required.,
93 63 Amps FP MCCB 25KA
94 MR MCCB BOX (UPS I/O PANEL) above & as per SLD Set 1 11124 11124
95 MR UMDB_BLOCK-A
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Fabrication, supply, installation, testing and commissionings of
cubicle type floor/ wall mounted Sub Distribution Board panel made
out of 16mm thick CRCA sheet including connection, inter-
connection alongwith 4 stsrip aluminium bus bar as per CPWD
specifications, ( Part IV - Sub-station) and IS: 8623 comprising of
followings panel mounting switchgears etc. as required.,
1 Nos. 63 Amps TP MCCB With Double Neutral 25KA With thermal
magenetic release for O/C,& S/C Protection.
One (1) Nos. Three Phase Multi Function Meter with necessary CTs.
100 Protection Istrument
One (1) Nos. (0-500V) 96 x 96 Sq.mm voltmeter with control Fuse &
selector switch.
1 Set of (0-60 Amps) 96 x 96mm CT operated Ammeter with 3 way
selector switch and 60/5A, CL-1, 10VA CT.
103 One (1) Set of Phase Indication & ON/OFF Lamp with 2A Fuse.
200 Amps TP&N aluminum conductor bus bar (BPTM type
105 Heat-shrinkable busbar insulation) supported by DMC / FRP
2 nos. 40A FP MCCB 25kA With TM Based Release (O/C,S/C)
Protection & Rom
8 nos. 40A DP MCCB 16kA With TM Based Release (O/C,S/C)
Protection & Rom
109 2 Set of LED ON/OFF Indication Lamp with 2A Fuse.
110 MR UMDB_BLOCK-A above & as per SLD Set 1 164264 164264
111 MR USDB_BLOCK-B
Fabrication, supply, installation, testing and commissionings of
cubicle type floor/ wall mounted Sub Distribution Board panel made
out of 16mm thick CRCA sheet including connection, inter-
connection alongwith 4 stsrip aluminium bus bar as per CPWD
specifications, ( Part IV - Sub-station) and IS: 8623 comprising of
followings panel mounting switchgears etc. as required.,
1 Nos. 40 Amps FP MCCB 25KA With thermal magenetic release for
O/C,& S/C Protection.
One (1) Nos. Three Phase Multi Function Meter with necessary CTs.
116 Protection Istrument
One (1) Nos. (0-500V) 96 x 96 Sq.mm voltmeter with control Fuse &
selector switch.
1 Set of (0-40 Amps) 96 x 96mm CT operated Ammeter with 3 way
selector switch and 40/5A, CL-1, 10VA CT.
119 One (1) Set of Phase Indication & ON/OFF Lamp with 2A Fuse.
200 Amps TP&N aluminum conductor bus bar (BPTM type
121 Heat-shrinkable busbar insulation) supported by DMC / FRP
8 nos. 40A DP MCCB 16kA With TM Based Release (O/C,S/C)
Protection & Rom
124 MR USDB_BLOCK-B above & as per SLD Set 1 143592 143592
125 MR LIFT PANEL-01 Typ. For 02
Fabrication, supply, installation, testing and commissionings of
cubicle type floor/ wall mounted Sub Distribution Board panel made
out of 16mm thick CRCA sheet including connection, inter-
connection alongwith 4 stsrip aluminium bus bar as per CPWD
specifications, ( Part IV - Sub-station) and IS: 8623 comprising of
followings panel mounting switchgears etc. as required.,
1 Nos. 63 Amps FP MCCB 25KA With thermal magenetic release for
O/C,& S/C Protection.
One (1) Nos. Three Phase Multi Function Meter with necessary CTs.
130 Protection Istrument
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
One (1) Nos. (0-500V) 96 x 96 Sq.mm voltmeter with control Fuse &
selector switch.
1 Set of (0-60 Amps) 96 x 96mm CT operated Ammeter with 3 way
selector switch and 60/5A, CL-1, 10VA CT.
133 One (1) Set of Phase Indication & ON/OFF Lamp with 2A Fuse.
200 Amps TP&N aluminum conductor bus bar (BPTM type
135 Heat-shrinkable busbar insulation) supported by DMC / FRP
2 nos. 63A FP MCCB 16kA With TM Based Release (O/C,S/C)
Protection & Rom
2 nos. 40A DP MCCB 16kA With TM Based Release (O/C,S/C)
Protection & Rom
139 LIFT PANEL-01 Typ. For 02 above & as per SLD Set 2 141385 282770
140 TOTAL OF SUBHEAD :6 0 1166826 1166826
141 SUBHEAD :7_LT CABLE, LAYING & TERMINATIONS
Laying and fixing of one number PVC insulated and PVC sheathed /
143 7.8 XLPE power cable of 1.1 KV grade of following size on cable tray as
144 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 826 45 37147.5
145 CABLE TERMINATION
Supplying and making end termination with brass compression gland
and aluminium lugs for following size of PVC insulated and PVC
sheathed / XLPE aluminium conductor cable of 1.1 KV
grade as required.
148 SUPPLY OF CABLE
Supply of XLPE insulated and PVC sheathed power cable of 1.1 kV
149 MR grade, 1.1 kV, multi core, aluminum,armored , underground,
Conforming to IS 7098-2
Supply and termination of XLPE insulated & PVC sheathed
Armoured copper cables of 1.1 KV grade with copper conductor as
per IS 7098 Part-I -1988 including all labour charges, giving
connections etc., complete as required.
152 MR 3 Core, 6 Sq.mm Metre 290 404 117099
154 SUBHEAD :8_CABLE TRAY
Supplying and installing following size of perforated Hot Dipped
Galvanised Iron cable tray (Galvanisation thickness not less than 50
155 4.6 microns) with perforation not more than 17.5%, in convenient
sections, joined with connectors, suspended from the ceiling with G.I.
suspenders including G.I. bolts & nuts, etc. as required.
156 4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 150 716 107400
157 4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 50 963 48150
Supplying and installing following size of perforated Hot Dipped
Galvanised Iron cable tray "bends" (galvanisation not less than 50
158 4.7 microns) with perforation not more than 17.5%, in convenient
sections, joined with connectors, suspended from the ceiling with G.I.
suspenders including G.I. bolts & nuts, etc.as required
159 4.7.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 8 1270 10160
160 4.7.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 4 1852 7408
161 TOTAL OF SUBHEAD :8 173118 0 173118
162 SUBHEAD :9_SOLAR PHOTOVOLTAIC
Supply, Installation, Testing and Commissioning of ongrid Solar
Photovoltaic Power Plant conforming to MNRE specifications as
SOLAR amended, consisting of Mono/Poly Crystalline silicon solar cells, net
(DSR) metering facility, necessary protections, earthing, mounted on
Aluminium/GI structure of suitable strength with following
components complete as required:-
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
a) Solar Photovoltaic Module of capacity 330 Wp or above,
manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC
61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module
164 conversion efficiency shall not be less than 16.5%. PV modules used
in solar power plants/ systems must be warranted for their output peak
watt capacity, which should not be less than 90% at the end of 10
years and 80% at the end of 25 years.
b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage
range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output
voltage suitable to generate AC Power with efficiency not less than
165 97%, total harmonic distortion less than 3% and suitable for ambient
temperature from 0 to 50 degree C. The PCU shall adjust the voltage
and frequency level to suit the Grid Voltage Frequency.
166 c) Data Monitoring System complete with accessories.
d) Fixing of Array junction box & Main junction box with IP 65
protection and termination arrangement for incoming and outgoing
cable along with glands, lugs and other accessories etc. as required.
168 e) Lightning and surge voltage protection.
f) Connections & Interconnections by supplying & fixing required size
XLPE insulated copper conductor 1.1 kV grade armoured power and
control cables between solar modules, main power cable to grid
supply PCU unit along with supplying & fixing of necessary
channel/conduit lugs and other accessories etc. as required
170 SOLAR PHOTOVOLTAIC as described above kWp 20 61060 1221200
171 TOTAL OF SUBHEAD :9 1221200 0 1221200
172 SUBHEAD :10_LIGHTNING PROTECTION SYSTEM
173 MR Air Termination Network
Supply, Installation, testing and commissioning of single spike air
terminals of 10/16 mm dia. & 2000 mm length as required and as per
174 MR site conditions. The air terminal shall be manufactured with Each 20 4678 93553
aluminium & shall be as per IEC 62561-2. The air terminal shall be
fixed with necesarry base plate arrangement.
Supply, Installation, testing and commissioning of Roof Conductor for
Parapet & mesh : Supply of 8 mm dia aluminium round conductor
175 MR for air termination network at parapet and for making terrace level Meter 500 155 77292
and shall meet the requirement of IEC 62561-2.
(Roof Conductor for Parapet & Mesh)
Supply, Installation, testing and commissioning of Parapet
Conductor holder for holding of 8 mm dia. round conductor (for
176 MR RCC roof). The conductor holder shall be mounted on plastic base Each 500 294 146769
support and shall meet the requirements of IEC 62561-4.It should be
installed at every 1 mtr.
Supply, Installation, testing and commissioning of 16sq.mm. copper
cable along with lugs, having 500mm length & as per IEC 62561-1 so
177 MR as to connect air termination rod with any metallic structure on the Each 20 549 10981
(Bridging cable)
Supply, Installation, testing and commissioning of Universal
Connector for making straight, Tee & Cross joint of 8 mm
178 MR Aluminium Conductor to 8 mm dia Aluminium conductor on parapet Each 150 433 64938
wall, roof and vertical facade of masonery / glass / metallic work.
179 MR Down Conductor 0
Supply, Installation, testing and commissioning of 8 mm dia
aluminium round conductor for Down conductors to be installed on
vertical wall, façade of masonary / glass / metalic work. It shall meet
the requirements of IEC 62561-2.
Supply, Installation, testing and commissioning of Wall Conductor
holder for holding 8 mm dia. round conductor (for RCC wall). The
181 MR conductor holder should be installed at every 1 mtr. The conductor Each 650 243 157857
holder shall be made with clamp mounted on plastic base support & as
per IEC 62561-4.
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supply, Installation, testing and commissioning Test Clamp to
disconnect the down conductor from the earth termination network for
regular checks of the earth termination resistance value. (with
enclosure). It shall meet the requirements of IEC 62561-2.
Supply, Installation, testing and commissioning of Expansion piece
made of 8mm dia. Aluminium & as per IEC 62561-2 along with
suitable connecting accessory. It shall be installed at every 20 mtr to
maintain the flexibility to the conductor due to heat.
Supply, Installation, testing and commissioning of Lightning Strike
counter for counting the number of lightning strikes without any
184 MR power supply. The Counter should be mounted on the Down Each 1 10791 10791
Conductor. The Lightning Counter should be IP 68 rated enclosure
suitable for external application.
185 MR Earth Termination Network
Supply, Installation, testing and commissioning of Earthing
termination made of copper-bonded rod of 10 feet length,14.2 mm
dia. (Minimum copper bonding shall be 0.25mm) as per IS 3043,
IEEE-80, NBC 2016 along with Earth enhancement material with
resistivity of 0.12 ohm-mtr, and complying IEC 62561-7 and Pit
Cover complying IEC 62561-5 and other accessories as required and
as per specification and other applicable codes.
Supply, Installation, testing and commissioning of 10 mm CBS
187 MR Conductor laid at 500mm below the ground, as Required and as per Meter 600 440 264187
specification and code of practice with Tee and Straight joint.
188 TOTAL OF SUBHEAD :10 0 1319013 1319013
189 SUBHEAD :11_TV, DATA & VOICE SYSTEM
Supplying and fixing following modular switch/ socket on the existing
191 1.24 modular plate & switch box including connections but excluding
modular plate etc. as required.
192 1.24.7 TV antenna socket outlet Each 6 148 888
Supplying and fixing following size/ modules, GI box alongwith
193 1.27 modular base & cover plate for modular switches in recess etc. as
Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid
copper conductor PE insulated, shielded with fine tinned copper braid
and protected with PVC sheath in the existing surface/ recessed steel/
PVC conduit as required.
Supplying and fixing of following sizes of medium class PVC conduit
196 1.21 along with accessories in surface/recess including cutting the wall and
making good the same in case of recessed conduit as required.
198 DATA & VOICE SYSTEM
199 SECTION - I- STRUCTURED CABLING SYSTEM PASSIVE
Supply, Installation, Testing & Commissioning of armoured 6 core
Singlemode OS2 (9/125 Micro), Corrugated ECCS Armor, HDPE
(UV) Sheathing, Theoxtropic gel filled OFC cable with 2 Nos steel
200 MR music wire embedded in side sheathing as stregth member for switch Meter 100 196 19600
connectivity. Cable should be ROHS compliant and as per IEC60749-
1 with product warranty of 30 years.Approved Makes:
Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of 6F SM loaded LIU
with LC adaptor plates, pigtel cables, Spilce tray, cable holder and 4
nos of cable entry exist point with rubber gurment along with the LIU,
Powder Coaded 1.2mm steel sheet metal, 1U etc complete as
201 MR required. LIU should be in accordance with YD/T 778-2006 Optical Nos. 3 18500 55500
Distribution Frame & YD/T 1272.1-2003 Optical Fiber Connector
Part 1: Type LC and should have 30 years of product
warranty.Approved Makes: Derwiser/Nexans/Siemon/Systimax
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supply, Installation, Testing & Commissioning of 24F SM loaded LIU
with LC adaptor plates, pigtel cables, Spilce tray, cable holder and 4
nos of cable entry exist point with rubber gurment along with the LIU,
Powder Coaded 1.2mm steel sheet metal, 1U etc complete as
202 MR required. LIU should be in accordance with YD/T 778-2006 Optical Nos. 1 32500 32500
Distribution Frame & YD/T 1272.1-2003 Optical Fiber Connector
Part 1: Type LC and should have 30 years of product
warranty.Approved Makes: Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of LC-LC singlemode
OS2 (9/125) duplex, LSZH fiber patch cord for LIU to switch
203 MR connectivity. Patch Cord should have aramid yarn as strenght member Nos. 36 3096 111456
with 1000 time mating cycle.Approved Makes:
Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of CAT 6A UTP
LSZH Cable, 23 AWG solid copper conductors in accordance to
TIA/EIA 568 C.2 (Category 6a) & ISO/IEC 11801 2nd ed(Class Ea),
204 UL Approved, tested @500 Mhz, with HDPE insulation of individual Meter 9000 98 882000
conductor and over all Dia of 7.2 mm for Connectivity of Hub room to
End Point. Grey ColorApproved Makes:
Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of CAT 6A UTP
Universal (both tool & toolless) information outlet (I/O) in accordance
with ANSI TIA 568 C.2, IEC 60603-7-4 2nd Edition, ISO/IEC TR
205 MR 11801-9901-2014, ROHS Compliant. The I/O should have minimum Nos. 129 620 79980
750 mating cycle and 200 insertion cycle and UL approved,for Data,
Voice, & Wi-Fi at user end.Approved Makes:
Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of loaded 24 port CAT
6A UTP, Transparent shutter jack panel, 1U height, UL-94V-0, Black
206 MR with cable support bar, clear label marks and earthing plug for CAT6A Nos. 6 18500 111000
cable termination at rack end.
Approved Makes: Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of CAT 6A UTP,
LSZH Patch Cord as per ANSI/TIA/EIA 568C.2 and UL 94-V-0,
207 MR ROHS Compliant, patch cord 1 Mtr for rack side switch to jack panel Nos. 129 625 80625
connectivity.Approved Makes: Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of CAT 6A UTP,
LSZH Patch Cord as per ANSI/TIA/EIA 568C.2 and UL 94-V-0,
208 MR ROHS Compliant, patch cord 2 Mtr for rack side switch to end user Nos. 129 650 83850
connectivity.Approved Makes: Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of 1, 2 and 4 port face
plate, British Style with Shutter, 2 Plate system clear finish with
transparent labelling, ABS-UL94-V2, ROHS Compliant, in
209 MR accorandce with standards like ANSI/TIA-568-C.2, ISO/IEC Nos. 129 180 23220
white for I/O fixing at user side. Approved Makes:
Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of 42 U
(600W/1000D) floor mount rack with fans , 2 cable managers ,
satationary shelf , 2 Nos. of hardware pkts.
Approved Makes: Mayfair/Twinkle/Kasper/Bajaj or Equivalent
Supply, Installation, Testing & Commissioning of 15 U Wall mount
rack with fans , 2 cable managers , satationary shelf , 2 Nos. of
hardware pkts. Approved Makes: Mayfair/Twinkle/Kasper/Bajaj or
Supply, Installation, Testing & Commissioning of 22 U floor mount
rack with fans , 2 cable managers , satationary shelf , 2 Nos. of
hardware pkts. Approved Makes: Mayfair/Twinkle/Kasper/Bajaj or
214 SECTION - II- IP-PBX SYSTEM
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supply, Installation, Testing & Commissioning of Pure IP at core
server Based voice solution with 04 Port Voicemail ,04 Port FXS ,04
Port FXO ,1 PRI Trunk lines (30 Ch) Circuit with CLIP Facility ,77 IP
users License ,01 Nos. IP Operator Console, 100 Party Conference
,Speed Dial, Music on Hold , Internal/ External ring difference ,Call
215 MR Barring, Call Pickup, TEC should be with GR Number, - Should Set. 1 1575000 1575000
Support Redundant server in active-Active mode.
Approved Makes: Tadiran/Arista /Polycom/Toshiba/ Aionix/Nexxus
Supply, Installation, Testing & Commissioning of Type 1 IP Phone 1
VoIP account , Full duplex speaker phone, IPV6, 2xLAN, PoE .
Approved Makes: Tadiran/Arista /Polycom/Toshiba/ Aionix/Nexxus
Supply, Installation, Testing & Commissioning of Type 2 IP Phone
with 2 Voip accounts, 2 Lines , HD Voice,Graphic LCD display with
backligh. Approved Makes: Tadiran/Arista /Polycom/Toshiba/
219 SECTION - III- LOCAL AREA NETWORK ( LAN )
Supply, Installation, Testing & Commissioning of core switch 24
x10G SFP+ Port, 2xQSFP28 Port. Should have RPS and hot
swappable PSU option from day 1. Should support 10 Gbps Copper
module on SFP+ port for flexibility to utilize .switching capacity of
800Gbps, forwarding performance 600 Mpps, should have non-
blocking architecture, 64K MAC address. Should have Static Routing,
220 MR RIP, VRRP, OSPF ,BGP, EIGRP, VxLAN, PIM-SM,PIM-DM Nos. 1 785000 785000
,OSPFv3 ,BGP 4+,MPLS from day 1,Should support ISSU from day 1
,Should support stacking with min 4 members in a stack, Neighbour
discovery, system logging, Telnet, SSH, SNMP, Network Time
Protocol (NTP), IPv6 features from day 1 , MTBF Min 198000 Hr..
Approved Make Cisco/ Nexxus/Juniper / Extreme/Impulse
Supply, Installation, Testing & Commissioning of access switch 24 x
1G and 6 x 1/10GSFP+ ports. PoE+ switch with min 370 Watt PoE+
budget .Should have RPS option from day 1. Should support 10 Gbps
Copper module on SFP+ port for flexibility to utilize. Switching
capacity of 168 Gbps, forwarding performance 124 Mpps, should have
non-blocking architecture, 16K MAC address. Should have Static
221 MR Routing, RIP, VRRP, OSPF, OSPFv3, BGP,BGP4+,MPLS from day Nos. 7 375000 2625000
1, Should support ISSU from day 1, Should support stacking with min
14 members in a stack, Neighbour discovery, system logging, Telnet,
SSH, SNMP, Network Time Protocol (NTP), IPv6 features from day
1, MTBF Min 198000 Hr. Approved Make Cisco/
Nexxus/Juniper / Extreme/Impulse
Supply, Installation, Testing & Commissioning of fiber Modules
Approved Make Cisco/ Nexxus/Juniper / Extreme/Impulse
Supply, Installation, Testing & Commissioning of fiber Modules 10G
223 MR BASE Approved Make Cisco/ Nexxus/Juniper / Extreme/Impulse Nos. 6 48960 293760
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supply, Installation, Testing & Commissioning of 4x4 Access Point
Ceiling Mount having 1 x 2.5GE (PoE/PoE+) port , 1 x G Copper port
.For 2.4G 2*2 MIMO, For 5G 4*4 MIMO .Built-in omnidirectional
internal antennas, Dual frequency with min 6 Stream .For 2.4G: 3dBi
and for 5G: 3dBi.200 square meter coverage (without any
obstacle).Maximum number of users per band should be minimum
128. power consumption:18W. Encryption: AES, WPA3\802.11i:
Supported, Authentication: MAC Address/PSK, Client isolation: Both
224 MR Layer-2 wireless client isolation and SSID isolation, forwarding Nos. 42 81821 3436482
security: Packet filter, MAC address filter, and broadcast storm
suppression, SSID-VLAN binding: Supported, Management frame
protection (802.11w): Supported. Should be CE, FCC, CCC, ROHS
certified. Access Points should have option to be managed by cloud
infrastructure without replacing the hardware in future required
Approved Make : Cisco / Juniper / Impulse / Nexxus/Arista
Supply, Installation, Testing & Commissioning of AI/ML Based
Wireless controller, should have min 1x 10G SFP+ WAN ports,8 x 1
G Copper port & 2x 1G SFP Ports. Should be managed as on premise
or Cloud environment. Controller should accommodate 2030 Access
point. Not more than 50W in full load. QOS: Load balance, IEEE
225 MR 802.11e, Domain based flow control. management,802.11g,802.11i, Nos. 1 1044000 1044000
ISO/IEC. Topology discovery option for cloud management.
Authentication: RADIUS, AAA Accounting, Authentication through
Portal . Approved Make : Cisco
/ Juniper / Impulse / Nexxus/Arista
Supplying and fixing following modular switch/ socket on the existing
226 1.24 modular plate & switch box including connections but excluding
modular plate etc. as required.
227 1.24.6 Telephone socket outlet Each 10 148 1480
Supplying and fixing following size/ modules, GI box alongwith
228 1.27 modular base & cover plate for modular switches in recess etc. as
Supplying and fixing of following sizes of medium class PVC conduit
230 1.21 along with accessories in surface/recess including cutting the wall and
making good the same in case of recessed conduit as required.
233 SUBHEAD :12_CCTV SYSTEM
Supply , Installation , Testing and commissioning of CAT 6 UTP
cable 23 AWG LSZH as per ANSI/TIA 568 C.2 and ISO/ IEC
11801–2nd Edition, ROHS Compliant, solid copper conductors, tested
@250 Mhz, with HDPE insulation of individual conductor and over
all Dia of 5.8mm for Connectivity of Hub room to End Point.
Approved Makes: Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of CAT 6 UTP
Universal (both tool & toolless) information outlet (I/O) in accordance
with ANSI TIA 568 C.2, IEC 60603-7-4 2nd Edition, ISO/IEC TR
235 MR 11801-9901-2014, ROHS Compliant. The I/O should have minimum Nos. 63 497 31311
750 mating cycle and 200 insertion cycle and UL approved,for
Camera at user end. Approved Makes:
Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of loaded 24 port CAT
6 UTP, Transparent shutter jack panel, 1U height, UL-94V-0, Black
236 MR with cable support bar, clear label marks and earthing plug for CAT6 Nos. 3 15982 47946
cable termination at rack end.
Approved Makes: Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of CAT 6 UTP, LSZH
Patch Cord as per ANSI/TIA/EIA 568C.2 and UL 94-V-0, ROHS
237 MR Compliant, patch cord 1 Mtr for rack side switch to jack panel Nos. 63 497 31311
connectivity. Approved Makes:
Derwiser/Nexans/Siemon/Systimax
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supply, Installation, Testing & Commissioning of CAT 6 UTP, LSZH
Patch Cord as per ANSI/TIA/EIA 568C.2 and UL 94-V-0, ROHS
238 MR Compliant, patch cord 2 Mtr for rack side switch to end user Nos. 63 539 33957
connectivity. Approved Makes:
Derwiser/Nexans/Siemon/Systimax
Supply, Installation, Testing & Commissioning of 1, 2 and 4 port face
plate, British Style with Shutter, 2 Plate system clear finish with
transparent labelling, ABS-UL94-V2, ROHS Compliant, in
239 MR accorandce with standards like ANSI/TIA-568-C.2, ISO/IEC Nos. 63 180 11340
white for I/O fixing at user side.
Approved Makes: Derwiser/Nexans/Siemon/Systimax
Supply, installation, testing and commissioning of 5 MP Dome
camera , ONVIF profile S , G& T ,UL , CE , FCC Certified ,1/2.7”
Progressive Scan CMOS ,2.7 mm to 13.5 mm motorized varifocal lens
, Quad stream with each stream support H.265 compression
simultaneously ,min illumination : Color 0.05lux @ F1.2(AGC ON) ;
B/W 0 lux @ IR ON , Shutter speed : 1 / 5s ~ 1 / 100,000 s ,WDR ,
Compression : H.265/H.265+/H.264/H.264+ .SD card support upto
240 MR 256GB , Alarm trigger - 1 input / 1 output , frame rate : Main stream Nos. 58 42500 2465000
should support 25 fps@5MP ,Edge analytics : Customer Flow
staistics, Cross COunt, Heat Map, Human & Vehicle Detection,
Pedestrian Intrusion Detection & Line cross Detection. Queue length
detection, Regional population statistics, SOD-Stationaary Object
Detection. , In built IR LED , IR Distance upto 45 meters , IP 66
,IK10,POE.Audio -1 input/1 output
Approved Makes :Allgovision/ Impulse / Mobotix / Cisco/ Axis
Supply, installation, testing and commissioning of 5 MP Bullet
camera , ONVIF profile S ,G & T . UL , CE , FCC Certified ,1/2.7”
Progressive Scan CMOS ,2.7 mm to 13.5 mm motorized varifocal lens
, Quad stream with each stream support H.265 compression
simultaneously ,min illumination : Color 0.05lux @ F1.2(AGC ON) ;
B/W 0 lux @ IR ON , Shutter speed : 1 / 5s ~ 1 / 100,000 s ,WDR ,
Compression : H.265/H.265+/H.264/H.264+/MJPEG .SD card support
241 MR up to 256Gb, Alarm trigger - 1 input / 1 output , frame rate : Main Nos. 5 44500 222500
stream should support 25 fps@5MP , Edge analytics : Customer Flow
staisticsCross Count, Heat Map, Human & Vehicle Detection,
Pedestrian Intrusion Detection & Line cross Detection. Queue length
detection, Regional population statistics, SOD-Stationaary Object
Detection. , IR Distance upto 45 meters , IP 66 , POE. Audio -1
Approved Makes :Allgovision/ Impulse / Mobotix / Cisco/ Axis
Supply, installation, testing and commissioning of 128 channel NVR,
Live and recording resolution up to 12MP, Recording bandwidth
Incoming 1024 Mbps and outgoing 800 Mbps, RAM 32 Gb*2,
Support RAID 0/1/5/6/10, Support Face detection and Recognition
242 MR with Face Capture/Register quantity 1000000/ 10000, 512 User list, Nos. 1 850000 850000
display out 3 HDMI and 1 VGA port, HDD: 16 SATA HDD Slots,
Each SATA support up to 18TB, Operating temperature -
Approved Makes :Allgovision/ Impulse / Mobotix / Cisco/ Axis
Supply, Installation, Testing & Commissioning of 16TB Surviellance
Hard Disk. Approved Makes: WD /segate /Toshiba/HP
Supply, Installation, Testing and Commissioning of Full HD 55" LED
244 MR Professional Display Panel. Nos. 2 85500 171000
Approved Makes: Panasonic / LG/ Sony/ Samsung
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supply, Installation, Testing & Commissioning of L2+ managed
industrial PoE switch with 24*10/100/1000M RJ45 ports and
4*1/10G SFP+ fiber slot ports, Port 1-24 can support IEEE 802.3af/at
PoE standard, switching capaticy of 598 Gbps, forwarding
245 MR performance 95.23 Mpps, maximum PoE output power is 400W(at- Nos. 4 327600 1310400
600W), with 32K MAC address. Should have Static Routing , system
logging, Telnet, SSH2.0, SNMP V1/V2C/V3, Network Time Protocol
(NTP), FTP, TFTP, Xmodem. Approved Make :Cisco/
Impulse / Juniper / Nexxus
Supply, Installation, Testing and Commissioning of Workstation PC:
Intel(R) Core(TM) i7-3770 Processor (8M Cache, up to 3.90 GHz);
RAM: 8GB (1x8GB) Non-ECC DDR3 1600MHz ; Keyboard: 12
function keys; Chassis: Tower/Workstation; DVD: 8X Slimline
246 MR DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Nos. 1 125000 125000
Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000;
Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive;
Operating system: Windows 7 Professional 64 Bit or latest.
Approved Makes: HP / DELL / IBM / LENOVO
Supplying and fixing of following sizes of medium class PVC conduit
247 1.21 along with accessories in surface/recess including cutting the wall and
making good the same in case of recessed conduit as required.
249 TOTAL OF SUBHEAD :12 575505 0 575505
250 SUBHEAD :13_FIRE ALARM SYSTEM
Supplying, installation, testing & commissioning of manual call boxes
of MS construction in surface/recess with stainless steel chain &
hammer assembly complete with glass and push button etc. as
Supplying, installation, testing & commissioning fire alarm sounder
with facility to make announcement, mounted in A.B.S. box with
hinged cover plate & suitable for operation with amplifier i/c line
matching transformer etc. complete as required.
Supplying, installation, testing & commissioning talk back slave
station in surface/recess suitable for operation on simple mode
253 17.1.8 complete with P.T.T. knob & speaker/microphone enclosed in a M.S. Each 28 905 25340
(16 SWG)/ ABS boxwith break glass in front etc. complete as
Supplying, installation, testing & commissioning of main control and
indicating panel made out of 16 SWG MS sheet to accommodate the
following items duly powder coated in approved colour with louvers
for ventilation, locking arrangement, audio and visual indication for
fire alarm and public address system, monitoring system including
connections, interconnections etc complete as required.
6 zone panel for fire alarm system
100 watt amplifier racks suitable for operation on 230V AC/24V DC
supply conforming to IEC-268-3 complete with all accessories as
required- 2 Nos.(one to act as standby)
Talk back master station with LED PTT (press to talk) push button for
operation on 230V AC/24 V DC supply conforming to IEC-268 for
simplex mode of operation/communication suitable for 20 Nos.talk
254 17.1.11 back unit -1 set. Annoucement control desk suitable for selection of Each 1 48718 48718
different zones selectively and ON ALL CALL switch with visual
indication etc., complete as required- 1 set. Amplifier change over
switch for inter changing amplifier- 1 No. Monitor panel for
loudspeaker complete output selector ON/OFF switch, fuse visual
indications etc. complete as
required- 1 No. Gooseneck microphone with stand and ON/OFF
switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and
AC voltmeters & ammeters terminal blocks etc. complete as required -
1 set. Battery charger trickle cum boost to take complete load of fire
alarm & PA system complete with all accessories including providing
& fixing of 2 nos. 12 volt,30 AH each sealed maintenance free
batteries -1 set.
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supplying and drawing following sizes of FRLS PVC insulated
255 1.17 copper conductor, single core cable in the existing surface/recessed
steel / PVC conduit as required.
Supplying and fixing of following sizes of medium class PVC conduit
257 1.21 along with accessories in surface/recess including cutting the wall and
making good the same in case of recessed conduit as required.
259 TOTAL OF SUBHEAD :13 251453 0 251453
260 SUBHEAD :14_PUBLIC ADDRESS SYSTEM
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
Supplying, installation, testing & commissioning of 6 zone, voice
alarm controller with USB, MP3 player (including 6 zone button
paging station) with seamless integration facility with main fire alarm
panel for voice evacuation complete as required.
Supplying, installation, testing & commissioning of 1.5/3/6W metal
box ceiling/wall speakers complete as required.
Supplying, installation, testing & commissioning of digital audio
263 17.3.7 amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply Each 1 96779 96779
complete as required.
Supplying, installation, testing & commissioning of Voice command
keypad 6 zone, with microphone assembly complete as required.
Supplying and drawing of cable Fire Retardant PVC insulated copper
conductor cable in the existing surface / recessed steel conduit of
following pairs, cores and size including connections and
interconnections etc. as required.
266 17.5.3.1 speaker cable Single pair, 2-core, 1.5 sqmm Meter 800 54 43200
Supplying and fixing of following sizes of medium class PVC conduit
267 1.21 along with accessories in surface/recess including cutting the wall and
making good the same in case of recessed conduit as required.
269 TOTAL OF SUBHEAD :14 520680 0 520680
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-ELECTRICAL WORKS_VISHRAM SADAN
DSR ITEMS NON-DSR ITEMS
DESCRIPTION TOTAL
NO DSR 2022 NO UNIT QTY RATE AMOUNT RATE AMOUNT
270 SUBHEAD :15_LIFT
1: Contactor will submit the GA Drawings of Lift for Approvel
from Client/Consultant before order the Lift.
2: Lift pit depth & overhead etc. will be as per NBC norms.
Design, manufacture supply, installation, testing, commissioning,
approvals and handing over in satisfactory working condition of the
following Passenger Lifts with Microprocessor based ACVVVF
control, Group full collective operation, car enclosure and car /
landing doors with stainless steel hairline finish, car floor with PVC
finish including provisions for, use by handicapped persons, all
272 controls, accessories, fittings and safety devices (like ARD) and
including the cost of providing satisfactory trial operation for 4 weeks
after completion and including the cost of providing free
comprehensive maintenance for 1 year after handing over complete as
per specifications, as required and as below.
3.1.4 13 passenger capacity 1.5 mps speed and G+5 (6) stops with all openings on
273 PAR (2023) the same side (below false ceiling) with automatic center opening doors. As Each 2 2155000 4310000
per specification.
274 TOTAL OF SUBHEAD :15 4310000 0 4310000
275 SUBHEAD :16_MISCELLANEOUS ITEMS
Providing and fixing MV. danger notice plate of 200 mm X 200 mm,
made of mild steel, at least 2 mm thick, and vitreous enameled white
on both sides, and with inscription in single red colour on front side as
Supplying and laying of following size DWC HDPE pipe ISI marked
along with all accessories like socket, bend, couplers etc. conforming
to IS 14930, Part II complete with fitting and cutting, jointing
etc.direct in ground (75 cm below ground level) including excavation
and refilling the trench but excluding sand cushioning and protective
covering etc., complete as required
278 14.16.5 200 mm dia (OD-200 mm & ID-175 mm nominal) Metre 40 668 26720
Supplying and Fixing of following sizes of steel conduit along with
279 1.20 accessories in surface/ recess including cutting the wall and making
good the same in case of recessed conduit as required.
281 TOTAL OF SUBHEAD :16 107286 0 107286
282 TOTAL OF ELECTRICAL WORKS
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description PLUMBING
DSR NSR Total
1.0 Sanitary Instalations & Internal Water Supply
a Sanitary Installations Works 40,33,288.50 28,42,580.60 68,75,869.10
Site Developments
b Soil, Waste, Vent & Rain Water Pipes 62,78,588.93 12,55,591.21 75,34,180.14
c Internal Water Supply 82,49,269.95 89,640.00 83,38,909.95
2.00 External Water Supply 487900.39 0.00 4,87,900.39
3.00 External Sewerage System 855397.53 204120.00 10,59,517.53
4.00 External Storm Water Drainage 1052588.80 0.00 10,52,588.80
5.00 Rain Water Harvesting 867421.87 0.00 8,67,421.87
7.00 Sewage Treatment Plant 3056967.00 30,56,967.00
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
A Sanitary Installations & Internal Water Supply
1 ,17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as
per IS 13983 with C.I. brackets and stainless steel plug 40 mm
including painting of fittings and brackets, cutting and making
good the walls wherever required :
a 17.10.1.3 Kitchen sink with drain board 510x1040 mm bowl depth 200 mm
2 NS-1 Providing and fixing mirror of superior glass (of approved quality)
complete with 6 mm thick hard board ground fixed to wooden
cleats with C.P. brass screws and washers complete.
3 17.28 Providing and fixing P.V.C. Waste pipe for sink or wash basin
including P.V.C. waste fittings complete.
a 17.28.1 Semi rigid pipe
4 DSR-17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved
quality & make and as per the direction of Engineer-in-charge.
5 DSR-17.34 Providing and fixing toilet paper holder :
17.20 Providing and fixing white vitreous china pedestal type water
closet (European type W.C. pan) with seat and lid, 10 litre low
level white P.V.C. flushing cistern, including flush pipe, with
manually controlled device (handle lever), conforming to IS :
7231, with all fittings and fixtures complete, including cutting and
making good the walls and
floors wherever required :
6 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 216 6515.55 0.00 1407358.80
6a 17.1 Providing and fixing water closet squatting pan (Indian type W.C.
pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level
white P.V.C. flushing cistern, including flush pipe, with manually
controlled device (handle lever) conforming to IS : 7231, with all
fittings and fixtures complete, including cutting and making good
the walls and floors wherever required
17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm
with integral type foot rests Each 2 5781.35 11562.70 0.00
7.00 ,18.49 Providing and fixing C.P. brass bib cock of approved quality
conforming to IS:8931 :
8.00 ,18.53 Providing and fixing C.P. brass angle valve for basin mixer and
geyser points of approved quality conforming to IS:8931
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
9.00 17.70 Providing and fixing wash basin with C.I. brackets, 15 mm C.P.
brass pillar taps, 32 mm C.P. brass waste of standard pattern,
including painting of fittings and brackets, cutting and making
good the walls wherever require:
17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of
15 mm C.P. brass pillar taps] Each 192 2648.85 0.00 5,08,579.20
10.00 18.21 Providing and fixing uplasticised PVC connection pipe with brass
18.21.2 45 cm length
11.00 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm
12.00 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of
quality & make as approved by Engineer in charge.
13.00 NS-4 Providing and fixing C.P. cast brass twin coat hooks fixed to PVC
rawl plug with SS screws Make Euronics, Cat. No. EC02 or
approved equivalent. Each 216 347.30 0.00 75,016.80
14.00 NS-5 Providing and fixing of ABS health spary which can tolerate water
pressure up to 6 bar flow pressure with metal hose and holder in
Polished Chrome ;[Make :Euronics, Model: EHF01].
15.00 NS-6 Providing, fixing, testing and commissioning of CP brass swan
neck wall mounted sink mixer with wall flange and swinging
casted spout complete as required and making good the walls
wherever required. [Make :Euronics, Model:FLO-3012A].
16.00 NS-7 Providing and fixing C.P. cast brass towel ring fixed with C.P.
brass screws complete in all respects. [Make :Euronics, Model:
17.00 NS-8 Providing and fixing of C.P. brass Soap Dish fixed with C.P. brass
screws complete in all respects. [Make :Euronics, Model: ACC01
19.00 17.79 Providing & fixing white vitreous china water less urinal of size
600 x 330 x 315 mm having antibacterial /germs free ceramic
surface, fixed with cartridge having debris catcher and hygiene
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
Total C/F to Summary 40,33,288.50 28,42,580.60
B Soil, Waste, Vent & Rain Water Pipes
20.00 12.22 Making khurras 45x45 cm with average minimum thickness of 5
cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate of 20 mm nominal size) over P.V.C. sheet
1mx1mx400micron, finished with 12mm cement plaster 1:3 (1
cement : 3 coarse sand) and a coat of neat cement, rounding the
edges and making and finishing the outlet complete.
21.00 Providing and fixing to the inlet mouth of rain water pipe cast
DSR-12.44 iron grating 15 cm diameter and weighing not less than 440
22.00 NS-12 Providing and fixing Hubless centrifugally cast iron pipe (IS 15905)
soil and waste water including all fittings (plain or door) e.g.
bends, paint, junctions,terminal guard, cowls, offsets, floor clean
out plug, end cap, access pieces jointing with SS 304 grade
coupling with EPDM rubber gasket including fixing the pipe on
the wall/ceiling with suitable clamps ,holder bat clamps and
anchor fastener of approved design to sand cast iron (spun) pipe
embedded, cement concrete block 10x10x 10 cm of 1:2:4 ( 1
cement: 4 coarse sand: 4 graded stone aggregate 20 mm nominal
size), cutting holes in wall and floors, excavation, refilling and
disposal of surplus earth where required and marked good
complete etc. and as per direction of Engineer in Charge.
150mm dia Hubless centrifugally cast iron pipes epoxy coated
23.00 17.35 Providing and fixing soil, waste, vent and rain water pipes
Hubless centrifugally cast iron pipes epoxy coated inside &
Hubless centrifugally cast iron pipes epoxy coated inside &
24.00 Providing and fixing MS holder bat clamps of approved design to
cast iron (spun) pipe embedded in and Including cement concrete
blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4
17.37 graded stone aggregate 20mm nominal size) including cost of
cutting holes and making good the walls etc.
25.00 Providing and fixing bend of required degree with access door,
17.38 insertion rubber washer 3mm thick, bolts and nuts complete.
Hubless centrifugally cast iron epoxy coated inside & outside IS :
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
Hubless centrifugally cast iron epoxy coated inside & outside IS :
26.00 17.39 Providing and fixing plain bend of required degree.
Hubless centrifugally cast iron epoxy coated inside & outside IS :
27.00 Providing and fixing double equal plain junction of required
Hubless centrifugally cast iron pipes epoxy coated inside &
Hubless centrifugally cast iron pipes epoxy coated inside &
28.00 Providing and fixing single equal plain junction of required degree
Hubless centrifugally cast iron epoxy coated inside & outside IS :
Hubless centrifugally cast iron epoxy coated inside & outside IS :
29.00 Providing and fixing single unequal plain junction of required
Hubless centrifugally cast iron epoxy coated inside & outside IS :
30.00 Providing and fixing Hubless cast iron offsets epoxy coated inside
& outside as per IS : 15905
17.54A.1 130 mm offsets
31.00 17.56 Providing and fixing terminal guard:
Hubless centrifugally cast iron epoxy coated inside & outside IS :
32.00 Providing and fixing shielded coupling for Hubless centrifugally
17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 2460 432.05 10,62,843.00
17.57A.2.1 SS 304 grade coupling with EPDM rubber gasket Each 630 389.05 2,45,101.50
33.00 Painting with synthetic enamel paint of approved drand and
manufacture to give an even shade
13.61.1 Two more coast on new work sqm 1150 155.90 179285.00
P/F M.S. cap 150 mm dia Each 10 337.50 3375.00
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
34.00 4.1 Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All work up
to plinth level:
4.1.3 1:2:4 (1 cement :2 coarse sand: 4 hard stone aggregate 20mm
35.00 ,17.60 Providing and fixing trap of self cleansing design with screwed
down or hinged with or without vent arm complete, including
cost of cutting and making good the walls and floors.
a 17.60.1 100 mm inlet and 100 mm outlet
17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905 Each 360 854.55 307638.00 0.00
b 17.60.2 100 mm inlet and 75 mm outlet
17.60.3 Hubless centrifugally cast (spun) iron epoxy coated inside &
outside as per IS:15905 Each 168 591.40 99355.20 0.00
36.00 NS-13 Providing and fixing SS grating of approved quality and colour.
Circular type 125 mm nominal dia [Make :Euronics, Model:
37.00 Fire DSR 18.8 Providing, laying, testing & commissioning of 'B' class heavy duty
G.I. pipe conforming to IS 1239 including welding, fittings like
elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing
the pipe on the wall/ceiling with suitable clamp/support frame
and painting with two or more coats of synthetic enamel paint of
required shade complete as required :
For WB, Urinal FT & FD and Sink Drain pipe
18.8.3 40 mm dia nominal bore Metre 384 831.00 319104.00 0.00
18.8.4 50 mm dia nominal bore Metre 330 927.00 305910.00 0.00
18.8.6 80 mm dia nominal bore Metre 30 1335.00 40050.00 0.00
38.00 NS 14 Providing and fixing of uPVC Waste pipes 6 kg/cm2 (IS:
4985:2000) including with all fittings e.g. couplings, tees, bends,
reducers and screwed adoptors jointing with solvent cement as
per Manufacturer's specifications complete including cutting
holes or chases in wall and making good the same wherever
required. (For Prodium Drain Pipe).
39.00 NS 14 Providing and fixing of 110x75 mm dia uPVC Balcony Drain Each 132 284.00 0.00 37,488.00
40.00 NS -15 Providing & fixing of epoxy coated 25mm thick MS grating with
frame for channel drains including all accessoreis complete.
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
Total C/F to Summary 62,78,588.93 12,55,591.21
C Internal Water Supply
41.00 18.70 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all
CPVC plain & brass threaded fittings i/c fixing the pipe with
clamps at 1.00 m spacing. This includes jointing of pipes & fittings
with one step CPVC solvent cement and testing of joints complete
as per direction of Engineer in Charge.
Internal Work - Exposed on Wall
a 18.7.3 25 mm nominal outer dia .Pipes. Metre 150 401.55 60232.50 0.00
a 18.7.4 32 mm nominal outer dia .Pipes. Metre 1110 518.75 575812.50 0.00
b 18.7.5 40 mm nominal outer dia .Pipes. Metre 1710 702.95 1202044.50 0.00
18.7.6 50 mm nominal outer dia .Pipes. Metre 1080 934.15 1008882.00 0.00
18.7.6 65 mm nominal outer dia .Pipes. Metre 750 1674.00 1255500.00 0.00
18.7.6 80 mm nominal outer dia .Pipes. Metre 150 2166.00 324900.00 0.00
42.00 ,18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all
CPVC plain & brass threaded fittings i/c fixing the pipe with
clamps at 1.00 m spacing. This includes jointing of pipes & fittings
with one step CPVC solvent cement and the cost of cutting chases
and making good the same including testing of joints complete as
per direction of Engineer in Charge.
Concealed work including cutting chases and making good the
a 18.8.2 20 mm nominal outer dia .Pipes. Metre 3270 537.60 1757952.00 0.00
b 18.8.3 25 mm nominal outer dia .Pipes. Metre 1650 627.25 1034962.50 0.00
43.00 ,18.10 Providing and fixing G.I. pipes with two coats of anti-corrosive
bitumastic paint of approved quality : complete with G.I. fittings
and clamps, i/c cutting and making good the walls etc.
Internal work - Exposed on Wall
a 18.10.1 & 15 mm dia nominal bore
b 18.10.2 & 20 mm dia nominal bore
44.00 Fire DSR - 18.8 Providing, laying, testing & commissioning of 'B' class heavy duty
G.I. pipe conforming to IS 1239 including welding, fittings like
elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing
the pipe on the wall/ceiling with suitable clamp/support frame
and painting with two or more coats of synthetic enamel paint of
required shade complete as required :
c DSR Fire-18.8.1 25 mm dia nominal bore
d DSR Fire-18.8.2 32 mm dia nominal bore
e DSR Fire-18.8.3 40 mm dia nominal bore
f DSR Fire-18.8.4 50 mm dia nominal bore
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
g DSR Fire-18.8.5 65 mm dia nominal bore
h DSR Fire-18.8.6 80 mm dia nominal bore
DSR Fire-18.8.7 100 mm dia nominal bore
DSR Fire-18.8.8 150 mm dia nominal bore
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
45.00 DSR-18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work
in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock,
with C. I. surface box 100x100 x75 mm (inside) with hinged cover
fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand
: 4 graded stone aggregate 20 mm nominal size), i/c necessary
excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand :
10 graded stone aggregate 40 mm nominal size ) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand)
12mm thick, finished with a floating coat of neat cement
complete as per standard design :
a 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class
designation 7.5 Each 2 1992.60 3985.20 0.00
46.00 DSR-18.48 Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable
locking arrangement and making necessary holes for inlet, outlet
and overflow pipes but without fittings and the base support for
47.00 DSR-18.77 Making core cutting machine up to 15x15 cm in R.C.C. floors and
roofs for passing drain pipe etc. and repairing the hole after
insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),
including finishing complete so as to make it leak proof.
48.00 18.17 Providing and fixing gun metal gate valve with C.I. wheel of
approved quality (screwed end) :
18.17.1 25 mm nominal bore Each 12 622.4 7468.80
18.17.2 32 mm nominal bore Each 26 689.6 17929.60
18.17.3 40 mm nominal bore Each 10 826.1 8261.00
18.17.4 50 mm nominal bore Each 10 1026.65 10266.50
49.00 DSR Fire-18.11.5 Supplying, fixing, testing and commissioning of butterfly
valve of PN 1.6 rating with bronze/gunmetal seat duly ISI
marked complete with nuts, bolts, washers, gaskets
conforming to IS 13095 of following sizes as required :
50.00 18.19 Providing and fixing gun metal non- return valve of approved
quality (screwed end) :
51.00 NS 16 Providing and fixing forged brass ball valve of brass body with
hard chrome plated steel ball inside PTFE (Teflon) seat & ring
with chrome plated centre handle with female BSP threads
complete in all respects.
a 15 mm nominal bore Each 24 368.00 0.00 8832.00
b 20 mm nominal bore Each 72 513.00 0.00 36936.00
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works
S. No. Description of Item Unit Qty
2023/MR Rate DSR NSR
52.00 NS 17 Providing and fixing forged brass single acting air release valve
with screwed inlet 25 mm dia. Each 12 656.00 0.00 7872.00
53.00 Providing and fixing ball valve (brass) of approved quality, High or
18.18 low pressure, with plastic floats complete :.
54.00 NS 18 Providing and fixing PRV with strainers and complete with bypass
a 25 mm nominal outer dia Each 16 2250.00 0.00 36000.00
Total C/F to Summary 82,49,269.95 89,640.00
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- External Services.
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
2.0 External Water Supply
1 18.12 Providing and fixing G.I. pipes with two coats of anti-
orrosive bitumastic paint complete with G.I. fittings
including trenching and refilling etc.
Site External work
a 18.40.3 25 mm dia nominal bore Metre 21 467.75 9939.69
18.40.6 50 mm dia nominal bore Metre 276 762.15 210543.94
18.40.8 80 mm dia nominal bore Metre 64 1041.70 66408.38
d Fire DSR 18.8.7 100 mm dia nominal bore Metre 17 1718.00 29206.00
DSR Fire- 150 mm dia nominal bore
Providing and filling sand of grading zone V or coarser
grade, allround the G.I. pipes in external work :
a 18.41.3 25 mm dia nominal bore Metre 21 160.70 3414.88
b 18.41.5 50 mm dia nominal bore Metre 276 173.45 47915.56
c 18.41.7 80 mm dia nominal bore Metre 64 281.80 17964.75
3 DSR-18.32 Constructing masonry Chamber 30x30x50 cm inside,
in brick work in cement mortar 1:4 (1 cement :4 coarse
sand) for stop cock, with C. I. surface box 100x100
x75 mm (inside) with hinged cover fixed in cement
concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size), i/c
necessary excavation, foundation concrete 1:5:10 ( 1
cement : 5 fine sand : 10 graded stone aggregate 40
mm nominal size ) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12mm thick,
finished with a floating coat of neat cement complete
as per standard design :
a 18.32.1 With common burnt clay F.P.S.(non modular) bricks
of class designation 7.5 Each 8 1992.6 15940.80
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- External Services.
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
4 ,18.33 Constructing masonry Chamber brick work with
common burnt clay F.P.S.(non modular) bricks of
class designation 150 in brick work in cement mortar
1:4 (1 cement : 4 coarse sand) for sluice valve, with
C.I. surface box 100 mm top diameter, 160 mm
bottom diameter and 180 mm deep (inside) with
chained lid and RCC top slab 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal
size ), i/c necessary excavation, foundation concrete
1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size ) and inside plastering
with cement mortar 1:3 (1 cement : 3 coarse sand) 12
mm thick, finished with a floating coat of neat cement
complete as per standard design :
5.00 DSR Fire-18.11 Supplying, fixing, testing and commissioning of
butterfly valve of PN 1.6 rating with bronze/gunmetal
marked complete with nuts, bolts, washers, gaskets
conforming to IS 13095 of following sizes as required
6.0 18.17 Providing and fixing gun metal gate valve with C.I.
wheel of approved quality (screwed end) :
a 18.17.1 25 mm nominal bore Each 7 622.4 4356.80
b 18.17.4 50 mm nominal bore Each 2 1026.65 2053.30
Total C/F to Summary 4,87,900.39 -
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- External Sewerage System.
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
3.0 External Sewerage System
1.0 DSR-2.10 Excavating trenches of required width for pipes, cables,
etc including excavation for sockets, and dressing of
sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the
soil as required, in layers not exceeding 20 cm in
depth, including consolidating each deposited layer by
ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m :
a Site Pipes, cables etc. exceeding 80 mm dia. but not
Developments exceeding 300 mm dia Metre 210 352.15 73951.50
2.0 DSR-2.11 Extra for excavating trenches for pipes, cables etc. in
all kinds of soil for depth exceeding 1.5 m, but not
exceeding 3 m. (Rate is over corresponding basic item
for depth upto 1.5 metre).
a a. Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia Metre 52.5 447.23 23479.60
3 ,19.4 Fixing SW Gully Trap Grade A Complete CI Grating,
brick masonry chamber and water tight CI cover frame
of 300 x 300 mm size (inside) square mouth traps or
"P" or "S" Type Traps.
Constructing brick masonry manhole in cement mortar
1:4 (1 cement : 4 coarse sand) with R.C.C. top slab
with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III)
: 3 graded stone aggregate 20 mm nominal size),
concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III)
: 8 graded stone aggregate 40 mm nominal size), inside
plastering 12 mm thick with cement mortar 1:3 (1
cement : 3 coarse sand) finished with floating coat of
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 :
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- External Sewerage System.
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
a (A) Inside size 90×80 cm and 45 cm deep including
C.I. cover with frame (light duty) 455x610 mm internal
dimensions, total weight of cover and frame to be not
less than 38 kg (weight of cover 23 kg and weight of
frame 15 kg) : With common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 Each 7 12770.55 89393.85
b 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I.
with frame (medium duty) 500 mm internal diameter,
weight of cover and frame to be not less than 116 kg
(weight of cover 58 kg and weight of frame 58 kg)
With common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 Each 9 26405.50 237649.50
5.0 18.8.1.1 Extra over item No. 25.4 for every additional depth of
0.10 m. or part there of manhole.
a 19.8 Extra for depth for manholes
19.8.1 Size 90x80 cm
With common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 metre 6.72 8825.40 59306.69
b 19.8.2 Size 120x90 cm
With common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 metre 10.08 10585.50 106701.84
6.0 ,19.16 Providing orange colour safety foot rest of minimum 6
mm thick plastic encapsulated as per IS : 10910 on
12mm dia steel bar conforming to IS : 1786 having
minimum cross section as 23 mmx25mm and over all
minimum length 263 mm and width as 165mm with
minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or
chequering besides necessary and adequate anchoring
projections on tail length on 138 mm as per standard
drawing and suitable to with stand the bend test and
chemical resistance test as per specifications and
having manufacture's permanent identification mark to
be visible even after fixing, including fixing in
manholes with 30x20x15 cm cement concrete block
1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete as per design.
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- External Sewerage System.
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
7 NS Providing, laying and jointing in position SN-8 Double
Wall Corrugated Upvc main line pipe conforming to
IS: 4984-2016 PN-8 and suitable for the respecting
working pressure with all fittings complete.
8 DSR-19.3 Providing and laying cement concrete 1:5:10 (1 cement
: 5 coarse sand : 10 graded stone aggregate 40 mm
nominal size) up to haunches of RCC. pipes including
bed concrete as per standard design :
a 19.3.2 150 mm dia RCC pipe Metre 21 743.10 15605.10
9.00 19.21.1 Making connection of drain or sewer line with existing
manhole including breaking into and making good the
walls, floors with cement cincrete 1:2:4 mix (1cement:
2 coarse sand : 4 graded stone aggregate 20mm
nominal size) cement plastered on both sides with
cement mortar 1:3 (1cement : 3 coarse sand) finished
with a floating coat of neat cement and making
necessary channels for the drain etc. complete for pipes
Total C/F to Summary 855397.53 204120.00
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- Storm Water Drainage
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
4.0 Storm Water Drainage System
1.0 DSR-2.10 Excavating trenches of required width for pipes,
cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth upto 1.5
m, including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding
20 cm in depth, including consolidating each deposited
layer by ramming, watering, etc. and disposing of
surplus excavated soil as directed, within a lead of 50
Site Developments
2.0 2.10.2 Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia Metre 307.5 352.15 108286.13
3.0 2.11 Extra for excavating trenches for pipes, cables etc. in
all kinds of soil for depth exceeding 1.5 m, but not
exceeding 3 m. (Rate is over corresponding basic item
for depth upto 1.5 metre). Metre 76.875 127.00 9763.13
4 DSR-19.3 Providing and laying cement concrete 1:5:10 (1 cement
: 5 coarse sand : 10 graded stone aggregate 40 mm
nominal size) up to haunches of S.W. pipes including
bed concrete as per standard design :
3 ,19.16 Providing orange colour safety foot rest of minimum 6
mm thick plastic encapsulated as per IS : 10910 on
12mm dia steel bar conforming to IS : 1786 having
minimum cross section as 23 mmx25mm and over all
minimum length 263 mm and width as 165mm with
minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or
chequering besides necessary and adequate anchoring
projections on tail length on 138 mm as per standard
drawing and suitable to with stand the bend test and
chemical resistance test as per specifications and
having manufacture's permanent identification mark to
be visible even after fixing, including fixing in
manholes with 30x20x15 cm cement concrete block
1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete as per design.
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- Storm Water Drainage
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
4.0 DSR-19.6 Providing and laying non-pressure NP2 class (light
duty) R.C.C. pipes with collars jointed with stiff
mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc.
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- Storm Water Drainage
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
5.00 19.13. Constructing brick masonry circular manhole 1.52 m
internal dia at bottom and 0.56 m dia at top in cement
mortar 1:4 (1 cement : 4 coarse sand) inside cement
plaster 12 mm thick with cement mortar 1:3 (1 cement
: 3 coarse sand) finished with a floating coat of neat
cement, foundation concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size)
and making necessary channel in cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a floating
coat of neat cement, all complete as per standard
a 19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty
HD- 20 grade designation) 560 mm internal diameter
conform- ing to I.S. 12592, total weight of cover and
frame to be not less than 182 kg. fixed in cement
concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) including
centering, shuttering all complete. (Excavation, foot
rests and 12 mm thick cement plaster at the external
surface shall be paid for separately) :
19.13.1.1 with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 Each 2 48333.40 96666.80
6 19.14 Extra depth for circular type manhole 1.52 m internal
dia (at bottom) beyond 2.30 m :
19.14.1 With common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 Metre 3 24017.20 72051.60
7.00 DSR-19.27 Constructing brick masonry road gully chamber
50x45x60 cm with bricks in cement mortar 1:4 (1
cement : 4 coarse sand) including 500x450 mm pre-
cast R.C.C. horizontal grating with frame complete as
per standard design
19.27.1 With common burnt clay F.P.S. (non modular) bricks
class designation 7.5 Each 25 5957.9 148947.50
8.00 19.21.1 Making connection of drain or sewer line with existing
manhole including breaking into and making good the
walls, floors with cement cincrete 1:2:4 mix (1cement:
2 coarse sand : 4 graded stone aggregate 20mm
nominal size) cement plastered on both sides with
cement mortar 1:3 (1cement : 3 coarse sand) finished
with a floating coat of neat cement and making
necessary channels for the drain etc. complete for pipes
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- Storm Water Drainage
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
Total C/F to Summary 10,52,588.80 0.00
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing Works- Rain Water Harvesting.
S. No. Description of Item Unit Qty. NS
2023/M Rate DSR
6.0 Rain Water Harvesting System
1.0 DSR-2.6 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means over areas (exceeding 30cm in
depth. 1.5m in width as well as 10 sqm
on plan) including geting out and
disposal of excavated earth, lead upto
50m and lift upto 1.5m, as directed by
Engineer-in-Charge.
Site All kinds of soil
2.0 DSR- Filling available excavated earth
2.25 (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating
each deposited layer by ramming and
watering, lead up to 50 m and lift upto
a DSR- Extra for every additional lift of 1.5 m or
2.26 part thereof in.
b 2.26.1 All kinds of soil. Cum 272.32 126.80 34530.18
3.0 DSR-4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All
work up to plinth level :
4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8
graded stone aggregate 40 mm nominal
Digitally signed by
PRADYUMNA MUKHERJEE
4.0 DSR-5.3 Reinforced cement concrete work in
beams, suspended floors, roofs having
slope up to 15° landings, balconies,
shelves,chajjas, lintels, bands, plain
window sills, staircases and spiral stair
cases up to floor five level excluding the
cost of centering, shuttering, finishing &
reinforcement with1:2:4 (1 cement: 2
coarse sand: 4 graded stone aggregate 20
mm nominal size)
5.0 DSR-5.9 Centring and shuttering including
stutting, propping etc. and removal of
6.0 5.9.3 Suspended floors, roofs, landings,
balconies and acees platform Sqm 27.6 927.25 25592.10
7.0 DSR- Reinforcement for R.C.C. work
5.22 including straightening, cutting, bending,
placing in position and binding all
5.22.6 Thermo-Mechanically Treated bars of
Grade Fe-500D or More. Kg 552 107.85 59533.20
8.0 DSR-6.1 Brick work with F.P.S. bricks of class
designation 75 in foundation and plinth
6.1.1 Cement mortar 1:4 (1 cement: 4 coarse
Digitally signed by
PRADYUMNA MUKHERJEE
9.0 DSR- Providing orange colour safety foot rest
19.16 of minimum 6 mm thick plastic
encapsulated as per IS: 10910 on 12mm
dia steel bar conforming to IS :1786
having minimum cross section as 23 mm
x 25 mm and over all minimum length
263mm and width as 165mm with
minimum 112mm space between
protruded legs having 2mm tread on top
surface by ribbing or chequering besides
necessary and adequate anchoring
projections on tail length on 138mm as
per standard drawing and suitable to
with stand the bend test and chemical
resistance test as per specifications and
heaving manufactures permanent
identification mark to be visible even
after fixing " including fixing in
manholes with 30x20x15 cm cement
concrete block 1:3:6: (1 cement :3 coarse
sand :6 graded stone aggregate 20mm
nominal size )complete as per design.
10.00 DSR- Providing and fixing in position precast
19.19 RCC manhole cover and frame of
required shape and approved quality.
19.19.3.1 HD-20 circular shape 560 mm internal
11.00 DSR- Boring/drilling bore well of required dia
23.1 for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I),
including collecting samples from
different strata, preparing and submitting
strata chart/bore log, including hire &
running charges of all equipments, tools,
plants & machineries required for the
job, all complete as per direction of
Engineer –in-charge, upto 90 metre
depth below ground level.
a 23.1.1 All types of soil
Digitally signed by
PRADYUMNA MUKHERJEE
12.00 DSR- Supplying, assembling, lowering and
23.3 fixing in vertical position in bore well,
unplasticized PVC medium well casing
(CM) pipe of required dia, conforming to
IS: 12818, including required hire and
labour charges, fittings & accessories
etc. all complete, for all depths, as per
direction of Engineer –in-charge.
23.3.2 150 mm nominal size dia. Metre 70.84 793.25 56193.83
13.00 DSR- Supplying, assembling, lowering and
23.4 fixing in vertical position in bore well
unplasticized PVC medium well screen
(RMS) pipes with ribs, conforming to IS:
12818, including hire & labour charges,
fittings & accessories etc. all complete,
for all depths, as per direction of
Engineer-in-charge.
23.4.2 150 mm nominal size dia. Metre 46 807.45 37142.70
14.00 DSR- Supplying, filling, spreading & levelling
23.5 stone boulders of size range 5 cm to 20
cm, in recharge pit, in the required
thickness, for all leads & lifts, all
complete as per direction of Engineer-in-
15.00 DSR- Supplying, filling, spreading & levelling
23.6 gravels of size range 5 mm to 10 mm, in
the recharge pit, over the existing layer
of boulders, in required thickness, for all
leads & lifts, all complete as per
direction of Engineer-in-charge.
16.00 DSR- Supplying, filling, spreading & levelling
23.7 coarse sand of size range 1.5 mm to 2
mm in recharge pit, in required thickness
over gravel layer, for all leads & lifts, all
complete as per direction of Engineer –in-
Digitally signed by
PRADYUMNA MUKHERJEE
17.00 DSR- Providing and fixing M.S. clamp of
23.14 required dia to the top of casing/ housing
pipe of tubewell as per IS: 2800 (part I),
including necessary bolts & nuts of
required size complete.
Total C/F to Summary 8,67,421.87 0.00
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
Name of Work : Plumbing - Pumps
S. No. Description of Item Unit Qty.
2023/MR Rate DSR NSR
5.0 NS- 6 Raw Water Treatment Feed Pump set
1 Providing, fixing, commissioing and testing package vertical
raw water pumps, comprising of Electrical Driven inline
pumping with all accessories, Pumps shall be with C.I. Base,
S.S 304, impeller, shaft, mechanical seal, S.S. Shaft directly
coupled to motor suitable for operation on 400/440 volts, 3
phase 2900 RPM. TEFC electronic motor mounted on a
common channel baseplate 150mm dia pressure gauge, GM
isolation cock and cement concrete foundation with plaster with
dunlop cushy foot mountings with all accessories such as NRVs,
valves, pressure guage bourden type, common suction and
delivery header, bellows on sucton and delivery side complete in
Pumps shall be suitable for 415 ± 10% volts 3 phase 50 Hz A.C
supply & shall be having the following requirement complete
with foundation and associated civil works.
Suction & Delivery Header - SS 304
Site Control Valve On suction and Delivery - Ball Valve Only (No
Development Butterfly Valve Accepted).
Flow Prevention - Only Check Valve
Suction & delivery header including all pipes, suction &
delivery sides valves, NRV, Pressure gauges & accessories
Flow Rate : 4.5 LPS (1 working + 1 stand by)
Min. Motor HP : 4.5 H.P. (Each) Set 1 2,23,117.48 223117.48
2 NS- 7 Domestic Water Transfer Pumps
Providing, fixing, commissioing and testing package vertical
raw water pumps, comprising of Electrical Driven inline
pumping with all accessories, Pumps shall be with C.I. Base,
S.S 304, impeller, shaft, mechanical seal, S.S. Shaft directly
coupled to motor suitable for operation on 400/440 volts, 3
phase 2900 RPM. TEFC electronic motor mounted on a
common channel baseplate 150mm dia pressure gauge, GM
isolation cock and cement concrete foundation with plaster with
dunlop cushy foot mountings with all accessories such as NRVs,
valves, pressure guage bourden type, common suction and
delivery header, bellows on sucton and delivery side complete in
Pumps shall be suitable for 415 ± 10% volts 3 phase 50 Hz A.C
supply & shall be having the following requirement complete
with foundation and associated civil works.
Suction & Delivery Header - SS 304
Control Valve On suction and Delivery - Ball Valve Only (No
Butterfly Valve Accepted).
Flow Prevention - Only Check Valve
Suction & delivery header including all pipes, suction &
delivery sides valves, NRV, Pressure gauges & accessories
Flow Rate : 4.5 LPS (1 working + 1 stand by)
Min. Motor HP : 7.0 H.P. (Each) Set 1 11,556.65 11556.65
3 NS- 8 Domestic Water supply Pumps (Roof Level)
Supplying & supervision of testing & commissioning of
Booster Pumpset (Hydropneumatic systems) as described below
Digitally signed by
PRADYUMNA MUKHERJEE
Supplying & supervision of testing & commissioning of Set 1 6,35,354.76 635354.76
package vertical Hydropneumatic system, comprising of 4.0
nos. (1 duty + 1 stand by) Electrical Driven inline pumping sets
each of 2.0 LPS to a head to 30 meter with all accessories,
Pumps shall be with C.I. Base, S.S 304, impeller, shaft,
mechanical seal, S.S. Shaft directly coupled to motor suitable
for operation on 400/440 volts, 3 phase 2900 RPM. TEFC
electronic motor mounted on a common channel baseplate
150mm dia pressure gauge, GM isolation cock and cement
concrete foundation with plaster with dunlop cushy foot
mountings with all accessories such as NRVs, valves, pressure
switch, common suction and delivery header, bellows on sucton
and delivery side complete in all repsects.
Pump mounted or wall mounted microprocessor based
controller, Electronic control panel with frequency inverter,
logic controller relays, pressure sensor, pressure sensor
transmitter, electrical wiring, cabling from panel to pumps, level
controller, two lined LCD display, diodes to indicate pump
ready, pump running and fault capable to communicate with
toher RS 485 interface. with Power box equipped with fuses or
isolators or circuit breakers as required. complete with all
accessories as per manufacturer specifications.
Suction & Delivery Header - SS 304
Control Valve On suction and Delivery - Ball Valve Only (No
Butterfly Valve Accepted).
Flow Prevention - Only Check Valve
One Number Variable frequency Drive
Impeller : Stainless Steel
Shaft : Stainless Steel
Mover : Electric Motor
HP - As required.
Necessary foundation with bolts
Ball valve on suction & delivery
NRV on delivery
Dust & vermin proof cubicle type motor control centre
fabricated from powder coated 16 SWG MS sheet suitable to
automatic working of above mentioned pumps.
4 Supply, installing, testing and commissioning of submersible
dewatering single stage single entry pumps with C.I.body and
C.I. two vane enclosed type impeller, SS-304 shaft connected to
TEFC submersible motor for 415 + 10% volts, 3 phase, 50
cycles A.C. power supply with mechanical seal, pump
connector unit with rubber diaphragm and bend, vertical
discharge pipe, guide pipe and chain in built level controller,
sequence running controller, arrangement for both pumps
running together in case of emenegency, audible hooter for
failure or flooding, dry running Protection complete in all
(Pumps shall be installed in a set of two pumps One
working and One standby)
NS- 8 Pump Room Drainage Pumps and basement
(Pumps to be suitable to handle solids upto 30 mm size)
Capacity - 4.0 LPS (Each)
Digitally signed by
PRADYUMNA MUKHERJEE
5 Supply Installation,Testing & Commissioning of vertical self
supporting Filter fabricated from MS sheet as per IS: 2825,
(minimum thickness of shall 6 mm and dished end 8 mm))
pressure gauges, sample cock, GI class 'C' face piping, CI
butterfly valves and all accessories , with initial charge of filter
media including anthracite, painting inside with epoxy paint and
outside with two coat of red oxide primer and two or more coat
of synthetic enamel paint, testing and commissioning complete
including CC foundation of suitable size.
NS- 9 Dual Media Filter For Domestic Water Supply
Capacity- 4.5 LPS
Filter dia approx. - 1400 MM
Working pressure: 5.0 Kg/sq cm.
Test pressure : 7.0 Kg/sq cm Each 1 1,90,551.00 190551.00
6 NS-10 Activated Carbon Filter For Domestic Water Supply
Capacity- 4.5 LPS
Filter dia approx. - 1400 MM
Working pressure: 5.0 Kg/sq cm.
Test pressure : 7.0 Kg/sq cm Each 1 202099.00 202099.00
7 Supply Installation,Testing & Commissioning of metering pump
type chemical doser with 200 lits. HDPE chemical grade
solution tank,injection fitting assembly,suction and delivery
hose upto the point of injection, capacity 0-12 lph, complete in
NS-12 Chlorination of Domestic Water Each 1 25407.00 25407.00
8 NS- 13 Supplying, storing, handling, installation, testing &
commissioning of water softening system having FRP pressure
vessel suitable for test pressure of 7 Kg/cm2 including dished
end, ion- exchange resin, Frontal piping, C.I. diaphragm type
valve, brine injection assembly for regeneration of softener,
brine measuring cum salt water tank, inter connected flexible
polypropylene MS Rubber lined (MSRL) piping, valves
including provision of bye-pass arrangement complete with
inside and outside painting etc. as required.
Receiving, storing, handling and fixing of PVC/HDPE/FRP
tank for Brine solution along with Hydraulic Injector with
control valve and piping for brine injection.
Capacity- 4.5 LPS
Working Pressure : (5 ± 2.5)MWC Each 1 40,420.00 40420.00
9 NS- 14 Supplying & fixing of float based visual flow meter (Rotameter)
suitable for water flow rate of 32400 litres per hour in the input
line of water softener including matching flanges, nuts, bolts Each 1 29449.00 29449.00
and 3 mm thick rubber insertions/gaskets complete. to assess the
water flow rate in water softener.
10.0 NS 47 CUBICAL PANEL BOARD - PLUMBING PH Item 1 109711.00 109711.00
i) For 2 x 4.5 HP Filter Feed Pumps (1 duty + 1 stand by)
ii) For 2 x 7.0 HP Treated Water Transfer Pumps Set (3 Duty +
iv) For 6 x 4.0 HP Waste Sump Pumps pump room (1 Duty + 1
Stand by) - (only isolator). - Basement
vi) For 2 x 4.0 HP Treated Water supply Pumps Set (1 Duty + 1
Stand by) - (only isolator). Roof level
Digitally signed by
PRADYUMNA MUKHERJEE
Supply, installation, testing and commissioning of Cubical type
sectionalised floor standing switch board of 31 MVA fault
capacity at 415 V complete with 3.5 strip, 160 A capacity
Aluminium Bus - Bar Electrolytic grade, cable alley,
switchgears of following capacity & as per specifications.
100 A TP MCCB with heavy duty solid neutral link with (0-
100A) ammeter with 3 CT and selector switch, (0 - 500 V)
voltmeter with selector switch, phase indication light with
protection fuse. - 01 Set
i For 2 x 4.5 HP Filter Feed Pumps
25 A TP MCB with 12 A DOL starter, overload relay, 96 mm (0-
32A) ammeter with single CT, start / stop push buttons, on / off
/ trip indication lights with protection fuse, single phase
preventer. - 01 set.
ii For 2.0 x 7.0 HP Treated Water Transfer Pumps (H.S)
25 A TP MCB with 12 A DOL starter, overload relay, 96 mm (0-
32A) ammeter with single CT, start / stop push buttons, on / off
/ trip indication lights with protection fuse, single phase
preventer. - 01 set.
iv For 2 x 4.0 HP Waste Water Transfer Pumps - only feeder to
25 A TP MCB with 12 A DOL starter, overload relay, 96 mm (0-
32A) ammeter with single CT, start / stop push buttons, on / off
/ trip indication lights with protection fuse, single phase
preventer. - 01 set.
vi For 2 x 4.0 HP Treated watersupply Pumps (HS) at roof level
25.0 A TP MCB with isolator
i) All the drainage pumps shall be work cyclic process i.e. in
first operation duty pump work on duty and stand by pump duty
pump work on stand by and stand by pump work as duty pump.
ii) The drainage Stand by pumps automatically work as drainage
assist pump for Duty pump when level of water rises in drainage
sump pumps i.e. Both pumps can work at a time & operation
shall be controlled with the help of level controllers and float
11 DSR Fire- Providing, laying, testing & commissioning of 'B' class heavy
18.8 duty G.I. pipe conforming to IS 1239 including welding, fittings
like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and
fixing the pipe on the wall/ceiling with suitable clamp/support
frame and painting with two or more coats of synthetic enamel
paint of required shade complete as required :
a DSR Fire- 50 mm dia Metre 5 927 4635
b DSR Fire- 65 mm dia Metre 10 1159 11590
c DSR Fire- 80 mm dia Metre 10 1335 13350
c DSR Fire- 100 mm dia Metre 25 1718 42950
Digitally signed by
PRADYUMNA MUKHERJEE
c DSR Fire- 150 mm dia Metre 15 2375 35625
12.0 DSR Fire- Supplying, fixing, testing and commissioning of butterfly valve
18.11 of PN 1.6 rating with bronze/gunmetal seat duly ISI marked
complete with nuts, bolts, washers, gaskets conforming to IS
13095 of following sizes as required :
13.00 DSR Fire- Providing, installation, testing and commissioning of non-return
18.14 valve of following sizes confirming to IS: 5312 complete with
rubber gasket, GI bolts, nuts, washers etc.as required :
14 ELC. DSR Supplying and drawing following sizes of FRLS PVC insulated
1.17 copper conductor, single core cable in the existing surface/
recessed steel/ PVC conduit as required.
15 DSR Fire- Providing, installation, testing and commissioning of stainless
18.15 steel Y-strainer fabricated out of 1.6 mm thick stainless steel,
Grade 304, sheet with 3 mm dia holes with stainless steel flange.
Total C/F to Summary 3,40,768.00 17,91,025.89
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Project : PROPOSED CONSTRUCTION OF 500 BEDDED MULTI-STOREY
SUBJECT : SEWAGE TREATMENT PLANT (STP ) ON SBR TECHNOLOGY CAPACITY : 70 KLD
SUMMARY OF COST
S. No. Description Qut Unit Rate (Rs.) Amount (Rs.)
6.0 Design, Supplying, Installing, Testing & Commissioning NS-50
of Sewage Treatment Plant based on MBR technology
with Capacity 70 KLD . The plant proposed shall be with
a common pump room. The plant is proposed to be above
or below ground fully or partially as per site requirement /
approving authority.
All the equipment, piping, pumps, air blowers and electrical
panel to be housed in the skid including inlet, outlet,
overflow, vent, moving ladders & railing. The Plant shall
be completed with a central Electrical Power and Control
panel fully pre/site wired and with all power and control
cables to all pumps and equipment including all
instrumentation, level and other controls. The cost will also
include any consequential civil work including making
foundations for the pumps, blowers etc.
Detailed GA drawing, flow diagram, equipment list, power
load requirement with design calculations of all elements of
the plant, electrical and mechanical work to satisfy / supply
adequacy of design followed by submission of detailed
GOOD FOR CONSTRUCTION' architectural, structural,
construction, electrical, mechanical and piping drawing for
Site Developments
The STP design based on the following parameters:
Daily average flow - 70 cum/day
Influent Characteristics
BOD5 - 200-350 mg/liter
S. Solids - 200 mg/liter
COD - 300-500 mg/liter
Oil & Grease - Up to 50 mg/liter
Total Nitrogen as N - 40 mg/lt
Total Phosphate as P - 10 mg/lt
Effluent discharge standard after SBR Tank:
BOD5 - Less than 5 mg/liter
S. Solids - Less than 5 mg/liter
COD - Less than 30 mg/liter
Oil & Grease - N/D
Total Nitrogen as N - less than10 mg/lt
Total Phosphate as P - less than 2 mg/lt
All Tanks of STP including plant room shall be in civil
contractor scope
Digitally signed by
PRADYUMNA MUKHERJEE
Sewage treatment plant shall include the following
Bar Screen Chamber
Oil & Grease chamber
Equalization tank
Sludge Holding Tank
Treated Water Tank
(All RCC / brick work shall be in Civil Contractor's scope)
Supplying, installing, testing & commissioning of MBR
system based sewage treatment plant including all
equipment & accessories as per detail speciftcation /
Following equipments shall be part of Sewage Treatment
Plant ( for detail of equipment refer technical specification
3 x 4.0 HP Flushing / Soft Water Transfer Pumps (1 Duty +
2 x 3.0 HP treatment plant Feed Water Pumps for STP (1
Duty + 1 Stand by)
2 x 2.0 HP Sewage Water Transfer Pumps for STP (1 Duty
For 2 x 2.0 HP Sludge Transfer Pumps for STP (1 Duty + 1
For 2 x 2.0 HP Irrigation Water Supply Pumps for STP (1
Duty + 1 Stand by)
2 x 2.0 HP Blower Air Feeder Line (1 Duty + 1 Stand by)
2 x 2.0 HP Back Wash Pumps
Filtration through MGF & ACF
Softener with brine tank
Air Blowers, Pumps & equipment
Piping, valves etc
Electrical Panel & Cabling
All accessories and media required for STP and WTP
Instrumentation
Piping and valves as per specification and drawings
All elctrical works including all wiring and accessories in
side STP. MCCBs shall be provided with series contactors
for control through BMS/Automation
Total C/F to Summary 30,56,967.00
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED VISHRAM SADAN AT AIIMS
ABSTRACT OF FIRE FIGHTING SYSTEM
Amount as per Amount as per
DSR -2022 Items Non -Scheduled
S. No. Description
FIRE PUMPS AND HYDRANT
PIPING FOR FIRE FIGHTING
III Site Developments 12,17,199.14
IV FIRE ELECTRICAL PANEL 2,22,934.00
Grand Total A+B 41,80,327.44
Grand Total A+B 41,80,327.44
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED VISHRAM SADAN AT AIIMS GORAKHPUR, U.P,
BOQ OF FIRE FIGHTING SYSTEM
S. NO. (DSR-2022)
UNIT QTY RATE RS.)
SUBHEAD-I(A): FIRE PUMPS AND HYDRANT WORKS (NON SCHEDULED ITEMS)
1 18.1 FIRE PUMPS - ELECTRICAL
Supplying, installation, testing and commissioning of electric driven
terrace pump suitable for automatic operation and consisting of following,
18.4 complete in all respects, as required: (Terrace Pump)
Horizontal type, multistage, centrifugal pump of cast of iron body and
bronze impeller with stainless steel shaft, mechanical seal conforming to
Suitable HP squirell cage induction motor TEFC type suitable for
operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of
protection for enclosure, horiziontal foot mounted type with Class-'F'
insulation, conforming to IS-325.
Developme M.S fabricated, common base plate, coupling, coupling guard, foundation
nts bolts etc. as required.
Suitable cement concrete foundation duly plastered and with anti vibration
18.22 Providing & fixing of pressure switch in M.S. pipe line including
2 connection etc. as required. Each 34 1,546.00 52,564.00
3 18.20 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS
sheet, 1200 mm in height with air release valve on top and flanged
connection to riser, drain arrangement with 25 mm dia gun metal wheel
valve with required accessories, pressure gauge and paintingwith synthetic
enamel paint of approved shade as required. Each 2 18,244.00 36,488.00
4 Supply, installation, testing, trial run and commissioning of hydrants all
complete as required and as approved
Fire Hose Cabinet
Supplying and fixing single headed internal hydrant valve with
instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast
iron wheel ISI marked conforming to IS 5290 (Type -A) with blank
a 18.9 Gunmetal/Stainless Steel cap and chain as required :
18.9.2 Single headed Stainless steel Each 32 6,139.00 1,96,448.00
Supplying and fixing first-aid Hose Reel with MS construction spray
painted in post office red, conforming to IS 884 complete with the
b 18.17 following asrequired.
20 mm nominal internal dia water hose thermoplastic (Textile
reinforced) type -2 as per IS: 12585
20 mm nominal internal dia gun metal globe valve & nozzle.
Drum and brackets for fixing the equipmets on wall.
Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe
Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm
dia male and female couplings duly bound with GI wire, rivets etc.
c 18.16 conforming to IS 636 (type-A) as required :
18.16.2 Stainless steel (Grade 304) Each 64 4,448.00 2,84,672.00
Digitally signed by
PRADYUMNA MUKHERJEE
S. NO. (DSR-2022)
UNIT QTY RATE RS.)
Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm
nominal internal diameter size nozzle conforming to IS 903 suitable for
d 18.18 instantaneous connection to interconnect hose pipe coupling as required :
18.18.2 Stainless steel (Grade 304) Each 32 1,662.00 53,184.00
5 18.13 Supplying and fixing orifice plate made out of 6 mm thick stainless steel
(Grade 304) with orifice of required size to be fitted between flange &
landing valve of external and internal hydrants to reduce pressure at the
outlet to the level of 3.5 kg/cm2 complete as required. Each 32 1,321.00 42,272.00
Supplying and fixing of fire brigade connection of cast iron body with gun
metal male instantaneous inlet couplings complete with cap and chain as
reqd. for suitable dia MS pipe connection conforming to IS 904 as
6 18.19 required :
SUBHEAD-I (B): PIPING FOR FIRE FIGHTING SYSTEM
Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms, depth
upto 1.5 m including getting out the excavated soil, and then returning the
soil as required, in layers not exceeding 20 cm in depth including
consolidating each deposited layer by ramming, watering, etc. and
7 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. Cum 35 417.35 14,607.25
4.5 Providing and fixing up to floor five level precast cement concrete string
or lacing courses, copings, bed plates, anchor blocks, plain window sills,
shelves, louvers, steps, stair cases, etc. including hoisting and setting in
position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of
required centering, shuttering and finishing smooth with 6mm thick
cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete.
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
Constructing masonary chamber 90 x 90 x100 cm. inside with 75 class
designation brickwork in cement mortar 1:5 ( 1 cement : 5 fine sand) for
sluice valve with CI surface box 100 mm top dia. 180 mm bottom dia.
And 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (
1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
necessary excavation foundation concrete 1 :5 :10 (1 cement : 5 fine sand :
10 graded stone aggregate 40 mm nominal size and inside plastering with
1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of
9 18.34.1 neat cement complete as per standard design with FPS bricks Each 2 17577.9 35,155.80
Providing and fixing C.I. double acting air valves of approved quality
with bolts, nuts, rubber insertions etc. complete ( The tail pieces, tapers
10.0 18.59 etc. if reqd. will be paid separately)
Digitally signed by
PRADYUMNA MUKHERJEE
S. NO. (DSR-2022)
UNIT QTY RATE RS.)
Supplying, fixing, testing & commissioning of double flanged sluice valve
of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI
marked complete with nuts, bolts, washers, gaskets and conforming to IS
11 18.12 780 of following sizes as required :
Providing, installation, testing and commissioning of stainless steel
Ystrainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet
12 18.15 with 3 mm dia holes with stainless steel flange.
Providing, installation, testing and commissioning of non-return valve of
following sizes confirming to IS: 5312 complete with rubber gasket, GI
13 18.14 bolts, nuts, washers etc.as required :
Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6
rating with bronze/gunmetal seat duly ISI marked complete with nuts,
bolts, washers, gaskets conforming to IS 13095 of following sizes as
18 18.11 required :
TOTAL C/F TO SUMMARY 19,44,792.30
SUBHEAD-II (B):PIPING FOR FIRE FIGHTING SYSTEM
Providing laying, testing & commissioning of 'C' class heavy duty MS
Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges,
tapers, nuts bolts,gaskets etc. in ground including welding, excavation &
providing cement concrete blocks as supports, anticorrosive treatment
with oaltar/asphalt tape as per IS 10221, refilling the trench etc. of
14 18.6 following sizes complete as required.
Providing, laying, testing & commissioning of 'C' class heavy duty MS
pipe conforming to IS 3589/IS:1239 including Welding, fittings like
elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on
the wall/ceiling with suitable clamp/support frame and painting with two
or more coats of synthetic enamel paint of required shade complete as
15 18.7 required : (Above Ground)
Threaded joint upto 50mm diameter pipe.
Welded joint above 50mm diameter pipe.
a 7.8 150 mm nominal bore (class C) Rm 40 3,574.00 1,42,960.00
b 7.7 100 mm nominal bore (class C) Rm 180 2,555.00 4,59,900.00
c 7.6 80 mm nominal bore (class C) Rm 14 1,885.00 26,390.00
d 7.5 65 mm nominal bore (class C) Rm 14 1,614.00 22,596.00
e 7.1 25 mm nominal bore (class C) Rm 14 744.00 10,416.00
TOTAL C/F TO SUMMARY 7,95,402.00
SUBHEAD- III (B): FIRE EXTINGUSHER AND HYDRANT (NON SCHEDULED ITEMS)
Digitally signed by
PRADYUMNA MUKHERJEE
S. NO. (DSR-2022)
UNIT QTY RATE RS.)
Providing and fixing carbon-di-oxide type fire extinguishers consisting of
welded M.S. cylindrical body, internal discharge tube, discharge nozzle,
suspension bracket, conforming to IS 2878, finished externally with red
enamel paint and fixed to wall with brackets complete with internal
16 M.R. charges.
Providing & Fixing of stored pressure Fire Extinguisher ABC powder type
(Mono Ammonium Phosphate Powder) Magnetic Pressure Gauge having
the facility to check at site, Discharge Time less than 9 Secs, Controllable
discharge mechanism, Range minimum 4 Meters, applicable on Class
A,B,C and electrically started Fire, A Rating- 21A, B Rating 55B as per
BS EN-3 BIS 15683 marked, Can Construction : Deep drawn & CO2 Mig
welded, Valve Construction : Forging & Machining, Internal Coating of
Can : Epoxy Powder coating, External Coating ofCan : Epoxy Polyster
Powder coating, Sheet metal thickness : 1.60MM, Helium LeakDetection
17 M.R. Tested, Warranty.
Providing and fixing angle iron (40 mm x 40 mm x 5 mm) MS door frame
900x2100 door capable of accommodating fire hose reel, landing valve,
hose pipes, fittings & accessories. The door shall have a front glass with
lock and key arrangement & shall be painted with post office red colour
(approval shall be taken on the basis of submitted sample before ordering)
Cost of fire extinguishers not included in item rate. (Liasioing with civil
contractor for making 900x600x2100 Recessed type mansoary box (by
18 M.R. civil contractor). Each 32 13,836.66 4,42,773.17
Providing and fixing of TAC approved 1.6mm thick M.S. fire hose
cabinet (750x600x250mm) made out of 16 gauge M.S. sheet capable of
accommodating landing valve, hose pipes, fittings & accessories. The box
shall have a front glass door with lock and key arrangement & shall be
painted with post office red colour (approval shall be taken on the basis of
19 submitted sample before ordering) - for external and roof hydrant. Each 5 7,906.66 39,533.32
20 M.R. Providing and fixing of Fire Axe Each 30 658.89 19,766.66
21 Providing and fixing of Water Monitor 63mm dia to be operated in
pressure line with 7-12 Kg/cm2, Inlet Flange NB 75/ 100 mm. Flow of
M.R. 1750lpm with throw range of up to 52Mtrs at angle of 30°c. Each 4 31,571.75 1,26,286.99
22 Providing, fixing, testing and commissioning of full way level
operated forged brass ball valve of brass body with forged brass
hard chrome plated steel ball tested to a pressure not lass than 15
kg/sq.cm with threaded/flanged complete with nuts, bolts, gaskets,
washers etc. as required complete as per direction of Engineer
M.R. incharge.
ROOF FIRE PANELS:
23 Supply, installation, testing and commissioning of followingintegrated,
cubicle type,dead front, extensible, sheet steel control panel. The panel
M.R. shall be suitable for 440 volts, 50 cycles, 4 wire supply Item 1 57,123.83 57,123.83
The following components and accessories shall be mounted with ineach
One no 100 amps TP incoming MCCB with the following:
Digitally signed by
PRADYUMNA MUKHERJEE
S. NO. (DSR-2022)
UNIT QTY RATE RS.)
0-500 volts 96 x96 square mm voltmeter with slector switch and control
0-100 amps 96 x96 square mm ammeter with CT's and slector switch- 1
Phase indicating lamp with toggle switches.
Indication lamps for ON/OFF/TRIP status
Outgoing Feeders / Starters as below:
100 ATP MCCB with star / delta as starter suitable for 30 HP motor for
Downcomer Pump - 1 Set
Provision in control panel to connect flow switch for autmatic operation
of roof fire pumps.
TOTAL C/F TO SUMMARY 12,17,199.14
SUBHEAD- IV: FIRE ELECTRICAL WORKS (DSR 2022)
24 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including
accessories, and providing masonry enclosure with cover plate having
ELECT. locking arrangement and watering pipe of 2.7 metre long etc. with
DSR 2022 charcoal/ coke and salt as required.
25 5.11 Supplying and laying 25 mm x 5 mm. G.I. strip in 40 mm dia. G.I. Pipe
from earth electrode, including connection with GI nut, bolt, spring,
washer excavation and re-filling etc as required.
26 5.15 Providing & fixing 25mm x 5mm G.I. strip on surface or in recess for
connections etc. as required.
27 5.18 Providing and Fixing 6 SWG dia G.I. wire on surface or in recess for loop
earthing alongwith existing surface/ recessed conduit/ submain wiring/
cable as required.
28 4.1 Supplying, fabricating and installing following size of perforated painted
with powder coating M.S. cable trays,with perforation not more than
17.5%, in covenient section, joined with connectors, suspended from the
ceiling with MS suspenders including bolts & nuts, painting suspenders
etc. as required.
4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Rm 40 543.00 21,720.00
4.1.4 300 mm width X 50 mm depth X 1.6 mm thickness Rm 30 777.00 23,310.00
29 Laying and fixing of one number PVC insulated and PVC sheathed
/ XLPE power cable of 1.1 KV grade of following size on wall
7.7 surface as required.
7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) RM 25 55.00 1,375.00
Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm
Digitally signed by
PRADYUMNA MUKHERJEE
S. NO. (DSR-2022)
UNIT QTY RATE RS.)
Supplying of all materials and making terminations of 1.1 KV grade
aluminium multicore cables of the following sizes. The work includes
cable glanding using brass plated double compression glands, sizing the
core leads, removing insulation, fixing suitable crimping type copper lugs/
thimbles by using hydraulic crimping tools with correct size of the dies,
shaping the leads and neatly connecting the same to the equipment
30 9.1 terminals.
a 9.1.25 3.5 Core 120 sq. mm. Armoured Aluminium cable. Mtr 20 613.00 12,260.00
b 9.1.21 3.5 Core 35 sq. mm. Armoured Aluminium cable. Mtr 60 369.00 22,140.00
c 9.1.8 3.5 Core 16 sq. mm. Armoured Aluminium cable. Mtr 20 270.00 5,400.00
Supplying and drawing following sizes of FRLS PVC insulated copper
conductor, single core cable in the existing surface/ recessed steel/ PVC
31 1.17 conduit as required.
TOTAL C/F TO SUMMARY 2,22,934.00
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS
GORAKHPUR, U.P.
ABSTRACT OF ELECTRICAL WORKS ESTIMATE_EXTERNAL
SLNO DESCRIPTION DSR AMOUNT NON DSR AMOUNT TOTAL
1 SUBHEAD :1_LT PANELS 0 684262 684262
2 SUBHEAD :2_DG SET WITH AMF PANEL 2890000 0 2890000
SUBHEAD :3_LT CABLE, LAYING &
3 TERMINATIONS
4 SUBHEAD :4_CABLE TRAY 57152 0 57152
5 SUBHEAD :5_EARTHING SYSTEM 120564 0 120564
6 Site Developments 236976 1681944 1918920
7 SUB HEAD :7_MISCELLANEOUS ITEMS 1002269 0 1002269
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
1 SUBHEAD :1_LT PANELS
NOTE: Contactor will submit the GA
2 Drawings of Panel for Approvel from
Client/Consultant before order the panel.
Fabrication, supply, installation, testing and
commissionings of cubicle type floor/ wall
mounted Main Distribution Board panel made
out of 16mm thick CRCA sheet including
3 connection, inter-connection alongwith 4 stsrip
aluminium bus bar as per CPWD specifications,
( Part IV - Sub-station) and IS: 8623 comprising
of followings panel mounting switchgears etc. as
4 MAIN LT PANEL
INCOMING:01 (FROM EXISTING
5 Site DevelopmentsSOURCE & INCOMING:02 FROM 250KVA
DG SET_AMF PANEL)
6 1 Nos. 400 Amps FP 35KA ATS
1 Nos. 400Amps FP MCCB 35kA With
7 microprocessor based for O/C, S/C & Earth
Fault Protection.
Dual type Digital energy meter with RS485
showing V, A, PF, KVAR, KWH etc. current
transformers of 400/5A ratio, 10 VA Class 1.0
One (1) Set of Phase Indication &
ON/OFF/TRIP Lamp with 2A SP MCB.
Control MCB'S, control terminals & wiring as
Under/ Over voltage, Master trip relays along
11 with current transformers of 400/5A ratio, 10
VA class-5P10 protection - 1 set
Suitable arrangement to receive incoming
armored cables.
13 Ameter with ASS
14 Voltmeter with VSS
15 ON/OFF/TRIP Indication
16 Open/Close Push button
17 Auto/Manual selector switch
500 Amps TP&N aluminum conductor bus bar
(BPTM type Heat-shrinkable busbar insulation)
supported by DMC / FRP insulators.
20 INTERLOCKING:
DG Incomer and AMF logic, interlocking with
3 Nos. 250amps, 415V FP MCCB '35kA' with
23 overcurrent and short circuit with TM based
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
2 Nos. 160amps, 415V FP MCCB '35kA' with
24 overcurrent and short circuit with TM based
1 Nos. 100amps, 415V FP MCCB '35kA' with
25 overcurrent and short circuit with TM based
3 Nos. 63amps, 415V FP MCCB '35kA' with
26 overcurrent and short circuit with TM based
9 Nos. Three Phase Dual Type Digital Energy
27 Meter with RS-485 Port & necessary CTs.
9 Set of LED ON/OFF Indication Lamp with
29 MR MAIN LT PANEL above & as per SLD Set 1 684262 684262
30 TOTAL OF SUBHEAD :1 684262 684262
SUBHEAD :2_DG SET WITH AMF PANEL
Supply, Installation Testing and commissioning
of DG Set complete with 1500 RPM Diesel
Engine of suitable BHP & AC Brush less SPDP
32 alternator mounted on a common base Frame &
coupled through a flexible coupling or close
Alternator: It shall be self regulated, self excited
and confirms to IS: 13364/1992 or latest version
with regulation of +5% from No load to full
33 load, IP23, with standard Alternator Protection(
Over voltage, over speed & under voltage).
Diesel Engine: It shall have residential silencer,
up to 10 M exhaust piping, Electronic /
Mechanical governor, Manual & electric Start,
Batteries, Fuel tank (with Stand) & piping,
control panel (16 G) with MCCB (4P; 25 KA),
34 Ammeter, Voltmeter, Frequency Meter, Energy
Meter & Hour Meter, Engine instruments panel
and AVM. The diesel engine shall be capable of
providing 10% over load for 1 Hr for every 11
Hrs of continuious running at full load.
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
The enclosure has built in fuel tank, residential
silencer (isolated from main DG chamber) with
protection and tripping of DG set against
temperature of more than 50 °C. All controls for
operation of DG set are from outside the
enclosure with DG control panel having
processor based genset monitoring and control
system MCCB/ACB Ammeter, voltmeter, Pf
35 meter, frequency meter, KWH meter, Indication
Lamps etc. mounted inside enclosure, visible
and accessible from outside. The enclosure
should be suitable for following capacity DG
sets and alternator. Noise level is less than 75 db
(A) at a distance of 1 Mtrs as per LATTEST
CPCB (With Amendment Dated 05.11.2024)
norms, complete in all respect of following
DG set comprising of Cummins make Engine
coupled to Stamford make Alternator or
equivalent, mounted on a common base frame,
37 a) AMF Panel
38 b) Fuel Tank
39 c) Battery & Leads
40 d) Silencer - Residential
41 e) AVM Pads
42 f) First Fill of Lube Oil
43 g) Acoustic Enclosure
PAR (2023) 250 KVA DG set at 0.8 pf 415V 50Hz 3-Ø.
45 TOTAL OF SUBHEAD :2 2890000 0 2890000
SUBHEAD :3_LT CABLE, LAYING &
The cable quantities given are approximate and
to cover various sizes. The contractor shall
measure the cables required and procurement
48 NOTE order shall be placed accordingly. The quantities
shall be confirmed before start of work.
49 Supply of Cable
Supplying of XLPE/PVC insulated sheathed
50 (Heavy duty) armoured electric cable with
aluminium conductor.
54 MR 4 core, 16 sq. mm Metre 210 262 55038
55 MR 4 core, 10 sq. mm Metre 84 250 21000
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
Laying of one number PVC insulated and PVC
sheathed / XLPE power cable of 1.1 KV grade
of following size in the existing RCC/ HUME/
metal pipe as required.
59 7.8.3 Above 95 sq. mm and upto 185 sq. mm Metre 210 77 16170
60 7.8.3 Above 185 sq. mm and upto 400 sq. mm Metre 273 134 36582
Laying and fixing of one number PVC insulated
and PVC sheathed / XLPE power cable of 1.1
KV grade of following size on cable tray as
Above 185 sq. mm and upto 400 sq. mm
(clamped with 40x3mm MS flat clamp)
63 CABLE TERMINATION
70 SUBHEAD :4_CABLE TRAY
Supplying and installing following size of
perforated Hot Dipped Galvanised Iron cable
tray (Galvanisation thickness not less than 50
71 4.6 microns) with perforation not more than 17.5%,
in convenient sections, joined with connectors,
suspended from the ceiling with G.I. suspenders
including G.I. bolts & nuts, etc. as required.
300 mm width X 62.5 mm depth X 2.0 mm
Supplying and installing following size of
perforated Hot Dipped Galvanised Iron cable
tray "bends" (galvanisation not less than 50
73 4.7 microns) with perforation not more than 17.5%,
in convenient sections, joined with connectors,
suspended from the ceiling with G.I. suspenders
including G.I. bolts & nuts, etc. as required.
300 mm width X 62.5 mm depth X 2.0 mm
75 TOTAL OF SUBHEAD :4 57152 57152
76 SUBHEAD :5_EARTHING SYSTEM
Earthing with G.I. earth plate 600 mm X 600
mm X 6 mm thick including accessories, and
providing masonry enclosure with cover plate
77 5.4 having locking arrangement and watering pipe Each 4.0 7472 29888
of 2.7 metre long etc. with charcoal/ coke and
salt as required
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
Earthing with copper earth plate 600 mm X 600
mm X 3 mm thick including accessories, and
providing masonry enclosure with cover plate
78 5.6 having locking arrangement and watering pipe Each 2.0 13838 27676
of 2.7 metre long etc. with charcoal/ coke and
salt as required.
Supplying and laying 25 mm X 5 mm copper
strip at 0.50 metre below ground as strip earth
electrode, including connection/ terminating
79 5.8 with nut, bolt, spring, washer etc. as required. Metre 50.0 972 48600
(Jointing shall be done by overlapping and with
2 sets of brass nut bolt & spring washer spaced
Supplying and laying 25 mm X 5 mm G.I strip at
0.50 metre below ground as strip earth electrode,
including connection/ terminating with G.I. nut,
80 5.9 bolt, spring, washer etc. as required. (Jointing Metre 100.0 144 14400
shall be done by overlapping and with 2 sets of
G.I. nut bolt & spring washer spaced at 50mm
81 TOTAL OF SUBHEAD :5 120564 0 120564
82 SUB HEAD :6_EXTERNAL LIGHTING
83 MR Feeder Pillar
Design, manufacturer, supply, testing and
commissioning of approx size 1200 mm height
x1000mm wide x 450mm deep of 2.5mm thick
sheet metal enclosure, powder coated, weather
proof, double door type feeder pillar with
godown lock and padlock complete with
interconnection with copper wires, LED
indicating lights, providing holes for the glands.
The base frame shall have angle iron of 50mm x
50mm x6mm of size 1000mm x 450mm with
600mm long legs of MS angle and coverage of
84 underground cable under feeder pillar with 2.5
mm thick sheet, 450mm in width all round the
base frame including grouting the feeder pillar
in 1:4:8 cement concrete complete as required.
Feeder Pillar shall be suitable for 415V, 3-
Phase, Four wire, 50 Hz supply complete with
earth bus and lifting hooks as required. Approval
shall be taken for each panel before fabrication.
(All hardwares like nuts and bolts used shall be
Galvanized and Zinc passivated )
85 Feeder Pillar
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
1 No. 63 amps FP MCCB(25 KA) with thermal
Magnetic release (PRMB-3) with Class-C
87 transient voltage surge suppression device
suitable for 3 phases as per specifications.
88 Protection Istrument
One (1) Nos. (0-500V) 96 x 96 Sq.mm voltmeter
with control Fuse & selector switch.
1 Set of (0-60 Amps) 96 x 96mm CT operated
90 Ammeter with 3 way selector switch and 60 /5A,
One (1) Set of Phase Indication & ON/OFF
Lamp with 2A Fuse.
1 Nos.TIMER suitable for 24Hrs. Setting with
92 Auto/Manual Selector switch with Suitable
1 Set of 200 A TPN Aluminium Bus Bar with
94 colour coded PVC Sleeves (Heat Shrinkable
96 5 No. 32 A 4P MCB, 10 KA
97 MR Feeder pillar as described above Set 1.0 73584 73584
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
98 OCTAGONAL POLE
Supply and erection of 8 metre height Hot-dip
galvanized octagonal street light pole with
following arm with top dia 70 mm and bottom
dia A/F 155 mm, made of 3 mm thick sheet
along with base plate of size 260 X 260 X 16
99 MR mm , small door opening for junction box
mounting including 6A 'C' series SP MCB,
connector, and suitable size foundation bolts
with template and all complete job as required.
(but without pole foundation)
100 MR Single arm, 1000 mm Each 18 30419 547542
101 MR Double arm, 1000 mm Each 7 31629 221403
Providing and making of following sizes
octagonal street light pole foundation pole in
reinforced cement concrete 1:1.5:3 (1 Cement :
1.5 Coarse sand : 3 graded stone aggregate 20
102 MR mm nominal size) of specified size including
PVC conduit, from work, curing, reinforcement,
excavation and refilling etc. as require.
103 MR For 8 metre pole (500mm X 500mm X 1400) Each 25 5071 126775
104 LIGHTING FIXTURES
Supplying and fixing of 70 Watt New
generation energy saving and environmental
friendly long life LED street light made up of
cast aluminium housing with high efficiency
LEDs as lighting source and lens embedded PC
105 MR cover having TOP Opening seperate driver Each 32 5634 180298
compartment with IP66 protection and impact
resistance of IK07.Complete with all fixing
accessories as required of Cate. Ref. HAVELLS
ENDURAOMNIPLUSSL70WLED757SASYTO
PC or apporoved equivalent.
Supplying and fixing of 36 Watt LED Light
Column spreads uniform lighting all around the
pathway. 3 meter height in cylinderical
106 MR shape.complete with all fixing accessories as Each 12 31698 380380
required of Cate. Ref. HAVELLS :
GRANDEURCLS36W857PSYMBOPC or
apporoved equivalent.
The cable quantities given are approximate and
to cover various sizes. The contractor shall
measure the cables required and procurement
108 MR order shall be placed accordingly. The quantities
shall be confirmed before start of work.
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
Supply of 4 core, 6 sq. mm XLPE/PVC
109 MR insulated sheathed (Heavy duty) armoured Metre 750 203 151962
electric cable with aluminium conductor.
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
110 Cable termination :
Single Compression glands to be used for
111 internal area, while double compression cable
glands to be used for outdoor installation.
Supplying and making end termination with
brass compression gland and aluminium lugs for
112 9.1 following size of PVC insulated and PVC
sheathed / XLPE aluminium conductor cable of
1.1 KV grade as required.
Laying of one number PVC insulated and PVC
sheathed / XLPE power cable of 1.1 KV grade
of following size in the existing RCC/ HUME/
metal pipe as required.
116 HDPE Pipe:
Supplying and laying of following size DWC
HDPE pipe ISI marked along with all
accessories like socket, bend, couplers etc.
117 14.15 conforming to IS 14930, Part II complete with
fitting and cutting, jointing etc. in the existing
trench, complete as required.
118 14.15.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Metre 675 127 85725
Earthing with G.I. earth plate 600 mm X 600
mm X 6 mm thick including accessories, and
providing masonry enclosure with cover plate
120 5.4 having locking arrangement and watering pipe Each 2 7472 14944
of 2.7 metre long etc. with charcoal/ coke and
salt as required
Earthing with G.I. earth pipe 4.5 metre long, 40
mm dia including accessories, and providing
121 5.2 masonry enclosure with cover plate having Set 6 6855 41130
locking arrangement and watering pipe etc. with
charcoal/ coke and salt as required
Providing and fixing 25 mm X 5 mm G.I. strip
in 40 mm dia G.I. pipe from earth electrode
including connection with G.I. nut, bolt, spring,
washer excavation and re-filling etc. as required.
Providing and fixing 6 SWG dia G.I. wire on
surface or in recess for loop earthing as required.
SUB HEAD :7_MISCELLANEOUS ITEMS
Providing and fixing MV. danger notice plate of
200 mm X 200 mm, made of mild steel, at least
126 2.21 2 mm thick, and vitreous enameled white on Each 1 269 269
both sides, and with inscription in single red
colour on front side as required
Digitally signed by
PRADYUMNA MUKHERJEE
CONSTRUCTION OF 500 BEDDED MULTI-STOREY “VISHRAM SADAN” AT AIIMS GORAKHPUR, U.P.
ITEMS-EXTERNAL ELECTRICAL WORKS
MR / DSR ITEMS MR ITEMS TOTAL
DSR 2022 NO DESCRIPTION UNIT QTY RATE AMOUNT RATE AMOUNT AMOUNT
Supplying and laying of following size DWC
HDPE pipe ISI marked along with all
accessories like socket, bend, couplers etc.
conforming to IS 14930, Part II complete with
127 14.16 fitting and cutting, jointing etc.direct in ground
(75 cm below ground level) including
excavation and refilling the trench but excluding
sand cushioning and protective covering etc.,
complete as required
128 14.16.5 200 mm dia (OD-200 mm & ID-175 mm nominal)Metre 1500 668 1002000
129 TOTAL OF SUBHEAD :7 1002269 1002269
130 TOTAL OF EXTERNAL ELECTRICAL WORKS
Digitally signed by
PRADYUMNA MUKHERJEE
SUMMARY-CIVIL WORKS
PROJECT: PROPOSED CONSTRUCTION OF 500 BEDDED VISHRAM
EXTERNAL DEVELOPMENT, SUMMARY - CIVIL WORKS
Sl. No. DSR-2023 DESCRIPTION DSR AMOUNT
B 4.0 CONCRETE WORKS 15,78,536.63
F HORTICULTURE AND LAND SCAPING 9,593.88
Digitally signed by
PRADYUMNA MUKHERJEE
PROJECT: PROPOSED CONSTRUCTION OF 500 BEDDED VISHRAM SADAN
EXTERNAL DEVELOPMENT, BOQ - CIVIL WORKS
Sl. No. DSR-2023 DESCRIPTION UNIT Road QTY.
B 4.0 CONCRETE WORKS
Providing and laying in position cement concrete of
1 4.1 specified grade excluding the cost of centering and
shuttering - All work up to plinth level :
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from
a 4.1.4 natural sources : 4 graded stone aggregate 40 mm nominal Cum 199.27 7780.30 1550395.94
size derived from natural sources)
Centering and shuttering including strutting, propping etc.
and removal of form work for :
i 4.3.1 Foundations, footings, bases for columns. Sqm 71.76 392.15 28140.68
Developme TOTAL (Carried Over to Summary of Civil Works) 1578536.63
G 16.0 ROAD WORK
Preparation and consolidation of sub grade with power road
roller of 8 to 12 tonne capacity after excavating earth to an
average of 22.5 cm depth, dressing to camber and
1 16.1 consolidating with road roller including making good the Sqm 1291.68 218.90 282748.75
undulations etc. and re-rolling the sub grade and disposal of
surplus earthwith lead upto 50 metres.
Supplying and Stacking of Good Earth by mechanical
2 16.3.9 transport including loading, unloading including royalty & Cum 56.30 775.50 43663.75
carriage up to 5 KM complete.
16.3.6 Stone screening 13.2 mm nominal size (Type A) cum 64.58 1865.00 120449.16
16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 64.58 2065.70 133411.17
1.1.2 Beyond 5 km upto 10 km per km 56.30 23.16 1304.00
Beyond 10 km upto 20 km per km 56.30 18.85 1061.33
Laying, spreading and compacting stone aggregate of
specified sizes to WBM specifications in uniform thickness,
hand picking, rolling with 3 wheeled road/vibratory roller 8-
10 tonne capacity in stages to proper grade and camber,
3 16.4 applying and brooming requisite type of screening / binding cum 129.17 865.80 111833.65
material to fill up interstices of coarse aggregate, watering
and compacting to the required density .
Spreading of sludge, dump manure and/or good earth in
Horticulture required thickness and extra for compaction of earth work
4 2.8+ as per direction of officer-in-charge (cost of sludge, dump Cum 59.68 77.20 4607.47
DSR 16.2 manure and/ or good earth to be paid separately).
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. No. DSR-2023 DESCRIPTION UNIT Road QTY.
Construction of granular sub-base by providing close graded
Material conforming to specifications, mixing in a
mechanical mix plant at OMC, carriage of mixed material
by tippers to work site, for all leads & lifts, spreading in
5 16.78 uniform layers of specified thickness with motor grader on
prepared surface and compacting with vibratory power
roller to achieve the desired density, complete as per
specifications and directions of Engineerin- Charge.
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. No. DSR-2023 DESCRIPTION UNIT Road QTY.
With material conforming to Grade-II (size range 53 mm to
0.075 mm ) having CBR Value-25
Providing and laying at or near ground level factory made
kerb stone of M-25 grade cement concrete in position to the
required line, level and curvature, jointed with cement
mortar 1:3 (1 cement: 3 coarse sand), including making
joints with or without grooves (thickness of joints except at
6 16.69 sharp curve shall not to more than 5mm), including making Cum 21.16 10117.60 214088.42
drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb
edging shall be measured for payment). (Precast C.C. kerb
stone shall be approved by Engineer-in-charge).
Providing and laying 500x500x40 mm thick Turf paver
(Turfpave XD) on 150 mm thick sub grade of compacted
bed of 20 mm thick nominal size
7 11.45 stone aggregate and base course and filling with 150 mm Sq.Mt. 525.32 1708.10 897299.09
thick jamuna sand, including spreading, well ramming,
consolidating and finishing smooth etc. all complete as per
direction of Engineer-in-charge.
Providing and laying factory made chamfered edge Cement
Concrete paver blocks in footpath, parks, lawns, drive ways
or light traffic parking etc, of required strength, thickness &
size/ shape, made by table vibratory method using PU
mould, laid in required colour & pattern over 50mm thick
compacted bed of sand, compacting and proper
8 16.91 embedding/laying of inter locking paver blocks into the
sand bedding layer through vibratory compaction by using
plate vibrator, filling the joints with sand and cutting of
paver blocks as per required size and pattern, finishing and
sweeping extra sand. complete all as per direction of
Engineer-in-Charge.
60mm thick cement concrete paver block of M-35 grade
with approved colour, design & pattern.
80 mm thick C.C. paver block of M-30 grade with approved
color design and pattern.
TOTAL (Carried Over to Summary of Civil Works) 5370754.62
H Horti.(2020) HORTICULTURE AND LAND SCAPING
Supplying and stacking at site dump manure from approved
source, including carriage upto 5 km complete (manure
measured in stacks will be reduced by 8% for payment) :
i 2.4.2 Screened through sieve of I.S. designation 16 mm Cum 1.69 290.70 491.03
ii 2.4.3 Screened through sieve of I.S. designation 4.75 mm Cum 1.69 319.90 540.35
2 2.7 Fine dressing of the ground. Sqm 375.36 3.70 1388.83
Digitally signed by
PRADYUMNA MUKHERJEE
Sl. No. DSR-2023 DESCRIPTION UNIT Road QTY.
Mixing earth and sludge or manure in the required
proportion specified or directed by the Officer-in-charge
Grassing with selection No. 1 grass including watering and
maintenance of the lawn for 60 days or more till the grass
4 2.10 forms a thick lawn, free from weeds and fit for mowing
including supplying good earth, if needed (the grass and
earth shall be paid for separately).
i 2.10.2 With grass Turf Sqm 375.36 13.30 4992.29
TOTAL (Carried Over to Summary of Civil Works) 9593.88
GRAND TOTAL 6958885.12
GRAND TOTAL 6958885.12
Total of DSR & NDSR 6958885.12
Digitally signed by
PRADYUMNA MUKHERJEE
OJECT: PROPOSED CONSTRUCTION OF 500 BEDDED VISHRAM SADAN AAT AIIMS GORAKHPUR, UTTAR PRAD
STP, SUMMARY - CIVIL WORKS
Sl. No. DSR-2023 DESCRIPTION DSR AMOUNT NON DSR AMOUNT
A 2.0 EARTH WORKS 8,42,599.20 -
B 4.0 CONCRETE WORKS 1,22,172.24 -
C 5.0 REINFORCED
CEMENT CONCRETE 39,84,871.67 -
D Site Developments BLOCK WORK 7,493.00 -
F 13.0 FINISHING 1,01,879.02
G 19.0 DRAINAGE 72,736.30
H 22.0 WATER PROOFING 2,44,902.54
GRAND TOTAL 58,74,952.96
GRAND TOTAL 58,74,952.96
Digitally signed by
PRADYUMNA MUKHERJEE
PROJECT: PROPOSED CONSTRUCTION OF 500 BEDDED VISHRAM SADAN AAT AIIMS GORAKHPUR, UTTAR PRADESH
STP- BOQ - CIVIL WORKS
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
A 2.0 EARTH WORKS
Earth work in excavation by mechanical means (Hydraulic
excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in
1 2.6 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-
i 2.6.1 All kinds of soil. Cum 986.83 177.50 175162.77
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
2 2.7 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-incharge.
3 2.26 Extra for every additional lift of 1.5 m or part thereof in.
Site All kinds of soils
4 2.24 Extra rates for quantities of works, executed :
In or under water and/or liquid mud, including pumping out water as
required.(Note for item no. 2.24:- The extra percentage rate is applicable in
respect of each item but limited to quantities of work executed in these
difficult conditions. The unit, namely, metre depth, to be considered for
i 2.24.1 payment, shall be the depth measured from the sub soil water level upto the 164.10 25.36 4161.53
centre of gravity of the quantity executed in difficult conditions. The depth depth/Cum
shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as
0.1 metre and less than 0.05 metre ignored.)
Excavating trenches of required width for pipes, cables, etc. including
excavation for sockets, and dressing of sides, ramming of bottoms, depth
upto 1.5m including getting out the excavated soil, and then returning the
soil as required, in layers not exc
a 2.10.1 All kinds of soil.
i 2.10.1.2 Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia. rmt 60.29 352.15 21231.12
Filling available excavated earth (excluding rock) in trenches, plinth, sides
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering, lead up to 50 m and lift upto
Disposal of excavated excess earth/rock away from the site including
conveyance of materials up to an average lead of 5KM away from the site,
and correspondiong required lift, loading, unloading etc complete as directed
7 1.1.2 by the Engineer-in-charge. (The quantity is net quantity of capacity of truck
after deduction of 20% for looseness)(considering the maximum disposal
location at 5 KM distance)
Earth By mechanical transport including loading, unloading and stacking.
(Lead upto 5KM away from the site)
Ordinary Rock By mechanical transport including loading, unloading and
stacking. (Lead upto 5KM away from the site)
Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete.
TOTAL (Carried Over to Summary of Civil Works) 842599.20 0.00
B 4.0 CONCRETE WORKS
Providing and laying in position cement concrete of specified grade
1 4.1 excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8
a 4.1.8 graded stone aggregate 40 mm nominal size derived from natural sources) Cum. 16.98 6812.00 115695.35
Extra for laying concrete in or under water and/or liquid mud including cum
per cost of pumping or bailing out water and removing slush
etc.complete.Note for item No. 4.15 :- The quantity will be calculated by
multiplying the depth measured from the sub-soil water level up to centre of
2 4.15 gravity meter depth 3.70 1098.80 4065.56
of concrete under sub-soil water level with quantity of concrete in cum
executed under sub-soil water. The depth of centre of gravity shall be
reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less
than 0.05m ignored.
Centering and shuttering including strutting, propping etc. and removal of
form work for : Foundations, footings, bases for columns.
Digitally signed by
PRADYUMNA MUKHERJEE
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
TOTAL (Carried Over to Summary of Civil Works) 122172.24 0.00
C 5.0 REINFORCED CEMENT CONCRETE WORK
Centering and shuttering including strutting, propping etc. and removal of
a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 26.95 392.15 10568.64
Walls (any thickness) including attached pilasters, butteresses, plinth and
string courses etc.
c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 92.67 927.25 85923.62
d 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 10.36 736.40 7631.68
e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 27.39 961.30 26330.01
f 5.9.16 Edges of slabs and breaks in floors and walls
Extra for additional height in centering, shuttering where ever 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 measured).
Suspended floors, roofs, landing, beams and balconies (Plan area to be
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 16290.03 107.85 1756879.34
Extra for laying reinforced cement concrete in or under water and/ or liquid
mud, including cost of pumping or bailing out water and removing slush
etc., complete. Note For Item No. 5.31:- The quantity will be calculated by
multiplying the depth measured from the subsoil water level up to the centre
of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in
4 5.31 cubic metre executed under subsoil water. The depth of centre of gravity Cum 56.98 1098.80 62611.74
shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m
and less than 0.05 m ignored. No extra payment shall be made for placing
reinforcement or centering & shuttering under sub - soil water conditions.
Providing and laying in position ready mixed or site batched design mix
cement concrete for reinforced cement concrete work; using coarse
aggregate and fine aggregate derived from natural sources, Portland
Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of
concrete, to improve durability and workability without impairing strength;
including pumping of concrete to site of laying, curing, carriage for all
5 5.33.1 leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following
grades of concrete. Note: Extra cement up to 10% of the minimum specified
cement content in design mix shall be payable separately. In case the cement
content in design mix is more than 110% of the specified minimum cement
content, the contractor shall have discretion to either re-design the mix or
bear the cost of extra cement.
a) 5.33.1 All works upto plinth level.
i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 156.82 9504.75 1490505.07
b) 5.33.2 All works above plinth level upto floor V level.
i 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 0.00 9860.40 0.00
Add for using extra cement in the items of design mix over and above the
specified cement content therein.
TOTAL (Carried Over to Summary of Civil Works) 3984871.67
D 6.0 BLOCK WORK
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1.02 7370.65 7493.00
TOTAL (Carried Over to Summary of Civil Works) 7493.00
E 11.0 FLOORING WORK
Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of
the slab including rubbing and polishing complete with base of cement
mortar 1 : 4 (1 cement : 4 coarse sand) :
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars
laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand)
and jointed with grey cement slurry mixed with pigment to match the shade
of the slabs, including rubbing and polishing complete.
Digitally signed by
PRADYUMNA MUKHERJEE
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:
15622 (thickness to be specified by the manufacturer), of approved make, in
all colours, shades except burgundy, bottle green, black of any size as
approved by Engineer-in-Charge, in skirting, risers of steps and dados, over
3 8.31 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and Sqm 293.78 1267.95 372496.45
jointing with grey cement slurry @ 3.3kg per sqm, including pointing in
white cement mixed with pigment of matching shade complete.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm
(thickness to be specified by the manufacturer) of 1st quality conforming to
IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume
4 11.37 Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sqm 49.39 1096.55 54153.12
sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the
joints with white cement and matching pigment etc., complete.
TOTAL (Carried Over to Summary of Civil Works) 498299.00
F 13.0 FINISHING WORK
1 13.4 12 mm cement plaster of mix :
18 mm cement plaster in two coats under layer 12 mm thick cement plaster
2 13.11 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 5.00 518.55 2592.75
plaster 1:6 (1 cement : 6 fine sand).
3 13.16 6 mm cement plaster of mix :
Extra for providing and mixing water proofing material in cement plaster per bag of
5 13.21 work in proportion recommended by the manufacturers. 50KG Cement 32.44 22.10 716.92
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade :
New work (two or more coats) over and including water thinnable priming
coat with cement primer
7 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including
priming coat of exterior primer applied @ 2.20 kg/10 sqm)
TOTAL (Carried Over to Summary of Civil Works) 101879.02
G 19.0 DRAINAGE
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm
1 19.15 cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) as per standard design :
i 19.15.1 With 20x20 mm square bar Each 112.00 544.70 61006.40
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of
required shape and approved quality 19.19.1 L D- 2.5
i 19.19.1.1 Rectangular shape 600x450 mm internal dimensions Each 7.00 1675.70 11729.90
TOTAL (Carried Over to Summary of Civil Works) 72736.30
H 22.0 WATER PROOFING
Providing and Placing in position suitable PVC water stops conforming to
IS:12200 for construction/ expansion joints between two RCC members and
fixed to the reinforcement with binding wire before pouring concrete etc.
i 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 56.54 327.65 18525.33
Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer 3 mm thick water proofing membrane, black
finished reinforced with non-woven polyester matt consisting of a coat of
bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same
membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity
70-160 cps. Over the primer coat the layer of membrane shall be laid using
Butane Torch and sealing all joints etc, and preparing the surface complete.
2 14.91.1 The vital physical and chemical parameters of the membrane shall be as Sqm 95.13 560.95 53364.58
under : Joint strength in longitudinal and transverse direction at 23°C as
650/ 450N/5cm. Tear strength in longitudinal and transverse direction as
300/250N. Softening point of membrane not less than 150°C. Cold
flexibility shall be upto -2°C when tested in accordance with ASTM, D -
5147. The laying of membrane shall be got done through the authorised
applicator of the manufacturer of membrane : 3 mm thick
Extra for covering top of membrane with Geotextile, 120 gsm non woven,
100% polyester of thickness 1 to 1.25 mm bonded to the membrane with
intermittent touch by heating the membrane by Butane Torch as per
manufactures recommendation.
Digitally signed by
PRADYUMNA MUKHERJEE
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
Providing and applying integral crystalline slurry of hydrophilic in nature
for waterproofing treatment to the RCC structures like retaining walls of the
basement, water tanks, roof slabs, podiums, reservior, sewage & water
treatment plant, tunnels / subway and bridge deck etc., prepared by mixing
in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for
vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water)
for horizontal surfaces and applying the same from negative (internal) side
with the help of synthetic fiber brush. The material shall meet the
3 22.23 requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability
of concrete by more than 90% compared with control concrete as per DIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The
crystalline slurry shall be capable of self-healing of cracks up to a width of
0.50mm. The work shall be carried out all complete as per specification and
the direction of the engineer-in-charge. The product performance shall carry
guarantee for 10 years against any leakage.
i 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 221.23 472.90 104620.61
ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 165.20 362.80 59934.74
TOTAL (Carried Over to Summary of Civil Works) 244902.54
GRAND TOTAL 5874952.96
GRAND TOTAL 5874952.96
Total of DSR & NDSR 5874952.96
Digitally signed by
PRADYUMNA MUKHERJEE
PROJECT:PROPOSED CONSTRUCTION OF 500 BEDDED VISHRAM
UGT, SUMMARY - CIVIL WORKS
Sl. DSR- Non DSR
DESCRIPTION DSR AMOUNT
No. 2023 AMOUNT
A 2.0 EARTH WORKS 2,82,806.30
B 4.0 CONCRETE WORKS 72,363.70
REINFORCED CEMENT
Developm BLOCK WORK 33,253.11
E 10.0 STEEL WORK 1,01,189.30
F 11.0 FLOORING 2,44,624.40
G 13.0 FINISHING 1,18,007.70
H 19.0 DRAINAGE 33,773.25
I 22.0 WATER PROOFING 1,78,401.07
GRAND TOTAL 36,21,636.39
GRAND TOTAL 36,21,636.39
Digitally signed by
PRADYUMNA MUKHERJEE
PROJECT:PROPOSED CONSTRUCTION OF 500 BEDDED VISHRAM SADAN AT AIIMS GORAKHPUR, UP
UGT- BOQ - CIVIL WORKS
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
A 2.0 EARTH WORKS
Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10
1 2.6 sqm on plan) including getting out and disposal of excavated earth lead upto
50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
i 2.6.1 All kinds of soil. Cum 555.70 177.50 98636.04
2 2.26 Extra for every additional lift of 1.5 m or part thereof in.
a) 2.26.1 All kinds of soils
Site 3 to 4.5m
ii Developm Cum 91.34 253.60 23163.51
4 2.24 Extra rates for quantities of works, executed :
In or under water and/or liquid mud, including pumping out water as
required.(Note for item no. 2.24:- The extra percentage rate is applicable in
respect of each item but limited to quantities of work executed in these
difficult conditions. The unit, namely, metre depth, to be considered for
i 2.24.1 payment, shall be the depth measured from the sub soil water level upto the 12.93 25.36 327.87
centre of gravity of the quantity executed in difficult conditions. The depth depth/Cum
shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as
0.1 metre and less than 0.05 metre ignored.)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5
Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete.
TOTAL (Carried Over to Summary of Civil Works) 282806.30
B 4.0 CONCRETE WORKS
Providing and laying in position cement concrete of specified grade
1 4.1 excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8
a 4.1.8 graded stone aggregate 40 mm nominal size derived from natural sources) Cum. 9.64 6812.00 65647.24
Extra for laying concrete in or under water and/or liquid mud including cum
per cost of pumping or bailing out water and removing slush
etc.complete.Note for item No. 4.15 :- The quantity will be calculated by
multiplying the depth measured from the sub-soil water level up to centre of
gravity of concrete under sub-soil water level with quantity of concrete in meter depth 1098.80 4010.62
cum executed under sub-soil water. The depth of centre of gravity shall be
reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than
Centering and shuttering including strutting, propping etc. and removal of
form work for : Foundations, footings, bases for columns.
TOTAL (Carried Over to Summary of Civil Works) 72363.70
C 5.0 REINFORCED CEMENT CONCRETE WORK
Centering and shuttering including strutting, propping etc. and removal of
a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 29.97 329.15 9864.63
Walls (any thickness) including attached pilasters, butteresses, plinth and
string courses etc.
c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 53.46 927.25 49568.60
d 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 12.00 736.40 8836.80
e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 49.28 961.30 47368.06
f 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sq.Mt. 10.00 764.95 7649.50
g 5.9.16 Edges of slabs and breaks in floors and walls
Extra for additional height in centering, shuttering where ever 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 measured).
Suspended floors, roofs, landing, beams and balconies (Plan area to be
Digitally signed by
PRADYUMNA MUKHERJEE
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 9390.29 107.85 1012743.13
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 250.00 107.85 26962.50
Extra for laying reinforced cement concrete in or under water and/ or liquid
mud, including cost of pumping or bailing out water and removing slush etc.,
complete. Note For Item No. 5.31:- The quantity will be calculated by
multiplying the depth measured from the subsoil water level up to the centre
of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in
5 5.31 cubic metre executed under subsoil water. The depth of centre of gravity shall Cum 40.32 1098.80 44298.67
be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less
than 0.05 m ignored. No extra payment shall be made for placing
reinforcement or centering & shuttering under sub - soil water conditions.
Providing and laying in position ready mixed or site batched design mix
cement concrete for reinforced cement concrete work; using coarse aggregate
and fine aggregate derived from natural sources, Portland Pozzolana /
Ordinary Portland /Portland Slag cement, admixtures in recommended
proportions as per IS: 9103 to accelerate / retard setting of concrete, to
improve durability and workability without impairing strength; including
pumping of concrete to site of laying, curing, carriage for all leads; but
6 5.33.1 excluding the cost of centering, shuttering, finishing and reinforcement as per
direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design
mix is more than 110% of the specified minimum cement content, the
contractor shall have discretion to either re-design the mix or bear the cost of
a) 5.33.1 All works upto plinth level.
i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 103.83 9504.75 986842.64
b) 5.33.2 All works above plinth level upto floor V level.
i 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 5.00 9860.40 49302.00
Add for using extra cement in the items of design mix over and above the
specified cement content therein.
TOTAL (Carried Over to Summary of Civil Works) 2557217.58
D 6.0 BLOCK WORK
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 2.21 7132.25 15748.01
Brick work with non modular fly ash bricks conforming to IS:12894, class
2 6.34 designation 10 average compressive strength in super structure above plinth
level up to floor V level in :
i 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cu.Mt. 2.00 8752.55 17505.10
TOTAL (Carried Over to Summary of Civil Works) 33253.11
E 10.0 STEEL WORK
Steel work welded in built up sections/ framed work including cutting,
1 10.25 hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required
In stringers, treads, landings etc. of stair cases including use of chequered
plate wherever required, all complete.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for
ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid shall
2 10.18 be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round each 2.00 220.65 441.30
headed screws, one lock at the corners. Clamp shall be made of 12 mm dia
M.S. bar bent to shape as per standard drawing.
TOTAL (Carried Over to Summary of Civil Works) 101189.30
F 11.0 FLOORING WORK
Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of the
slab including rubbing and polishing complete with base of cement mortar 1 :
4 (1 cement : 4 coarse sand) :
Digitally signed by
PRADYUMNA MUKHERJEE
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid
on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and
jointed with grey cement slurry mixed with pigment to match the shade of the
slabs, including rubbing and polishing complete.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:
15622 (thickness to be specified by the manufacturer), of approved make, in
all colours, shades except burgundy, bottle green, black of any size as
approved by Engineer-in-Charge, in skirting, risers of steps and dados, over
3 8.31 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and Sqm 123.03 1267.95 155995.89
jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white
cement mixed with pigment of matching shade complete.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm
(thickness to be specified by the manufacturer) of 1st quality conforming to
IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume
4 11.37 Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sqm 34.20 1096.55 37502.01
sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the
joints with white cement and matching pigment etc., complete.
TOTAL (Carried Over to Summary of Civil Works) 244624.40
G 13.0 FINISHING WORK
1 13.4 12 mm cement plaster of mix :
18 mm cement plaster in two coats under layer 12 mm thick cement plaster
2 13.11 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 9.84 518.55 5102.53
plaster 1:6 (1 cement : 6 fine sand).
3 13.16 6 mm cement plaster of mix :
Extra for providing and mixing water proofing material in cement plaster per bag of
work in proportion recommended by the manufacturers. 50KG
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade :
New work (two or more coats) over and including water thinnable priming
coat with cement primer
6 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including
priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Providing and applying white cement based putty of average thickness 1 mm,
7 13.80 of approved brand and manufacturer, over the plastered wall surface to Sqm 151.29 156.05 23609.40
prepare the surface even and smooth complete
Finishing with Epoxy paint (two or more coats) at all locations prepared and
8 13.52.1 applied as per manufacturer's specifications including appropriate priming Sqm 60.50 241.75 14625.88
coat, preparation of surface, etc. complete. On steel work.
TOTAL (Carried Over to Summary of Civil Works) 118007.70
H 19.0 DRAINAGE
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm
1 19.15 cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) as per standard design :
i 19.15.1 With 20x20 mm square bar Each 43.00 544.70 23422.10
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of
required shape and approved quality 19.19.1 L D- 2.5
i 19.19.3.1 Circular shape 560 mm internal diameter Each 2.00 1675.70 3351.40
Providing and fixing factory made precast RcC perforated drain covers,
having concrete of stren8th not less than M-25, of size 1000 x 450x50 mm,
reinforced with I mm dia four nos longitudinal & 9 nos cross sectional
3 23.9 T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 each 5.00 1399.95 6999.75
mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6
mm complete, all as per direction of Engineer- in-charge
TOTAL (Carried Over to Summary of Civil Works) 33773.25
I 22.0 WATER PROOFING
Digitally signed by
PRADYUMNA MUKHERJEE
DSR DSR NDSR NDSR
Sl. No. DSR-2023 DESCRIPTION UNIT QTY.
RATE Amount RATE Amount
Providing and Placing in position suitable PVC water stops conforming to
IS:12200 for construction/ expansion joints between two RCC members and
fixed to the reinforcement with binding wire before pouring concrete etc.
i 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 36.15 327.65 11844.55
Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer 3 mm thick water proofing membrane, black finished
reinforced with non-woven polyester matt consisting of a coat of bitumen
primer for bitumen membrane @ 0.40 litre/sqm by the same membrane
manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps.
Over the primer coat the layer of membrane shall be laid using Butane Torch
and sealing all joints etc, and preparing the surface complete. The vital
2 14.91.1 physical and chemical parameters of the membrane shall be as under : Joint Sqm 73.25 560.95 41088.27
strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm.
Tear strength in longitudinal and transverse direction as 300/250N. Softening
point of membrane not less than 150°C. Cold flexibility shall be upto -2°C
when tested in accordance with ASTM, D - 5147. The laying of membrane
shall be got done through the authorised applicator of the manufacturer of
membrane : 3 mm thick
Extra for covering top of membrane with Geotextile, 120 gsm non woven,
100% polyester of thickness 1 to 1.25 mm bonded to the membrane with
intermittent touch by heating the membrane by Butane Torch as per
manufactures recommendation.
Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the
basement, water tanks, roof slabs, podiums, reservior, sewage & water
treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in
the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical
surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for
horizontal surfaces and applying the same from negative (internal) side with
the help of synthetic fiber brush. The material shall meet the requirements as
3 22.23 specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by
more than 90% compared with control concrete as per DIN 1048 and
resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The
work shall be carried out all complete as per specification and the direction of
the engineer-in-charge. The product performance shall carry guarantee for 10
years against any leakage.
i 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 183.59 472.90 86819.71
ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 88.58 362.80 32136.82
TOTAL (Carried Over to Summary of Civil Works) 178401.07
GRAND TOTAL 3621636.39
GRAND TOTAL 3621636.39
Total of DSR & NDSR 3621636.39
Digitally signed by
PRADYUMNA MUKHERJEE
DETAILED FURNITURE & FURNISHING ESTIMATE FOR PROPOSED VISHRAM SADAN AT AIIMS GORAKHPUR, UP
Description Images Unit Qty Rate Price
SITC of Single Bed
Single Bed of Over all Size: 2060mm (W) x 915mm (D) x 650mm (H) x 400mm (Bed Stead
Height) This dimension are product out to out dimension & variation ±1.0 cm are Normal.
Bed Frame Assyembly: Bed Frame Assembly is a welded of side frame, Inner Slat. The side
frame are made of Rect. Pipe 50.8 x 25.4 x 1.2 mm Thick MS, Inner Slats of SQ. Tube 19 x 1.0
1 MS ERW Tube IS : 7138 MS Sheet 1.0mm Thick. Each 506 8,576.00 43,39,456.00
Head Board & Tail Board: Head Board & Tail Board are made up of SQ. Pipe 40.0 x 1.2 mm &
SQ. Pipe 25 x 1.0 mm Thick MS ERW Tube IS : 7138 and Support Bracket 3.2mm Thick MS
Sheet IS : 513 Head / Tail Board connected with bed frame with M8 Bolt.
Finish: Epoxy Polyester Power Coated - Colour (as per work order) DFT - 40-60
Micron,Make:Godre j /Warila / Herman Millar/Haworth/Dellform/Steelcase
SITC of mattresses
Single bed Dual Sided Foam Mattress with Firm & Soft Sides of over all size: 2060mm (W) x
915mm (D) x 650mm (H) x 75mm (Bed Stead Height) This dimension are product out to out
dimension & variation ±1.0 cm are Normal
Overall dimension of Bed side unit is: 400 (W) x 400(D) x 415(H). The bed side unit is made up
of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are
sealed with 2mm thick PVC edge Banding. The bed side table has one drawer and one shelf. The
shelf is made of 18mm thick Prelam Particle Board with both side decorative laminate. All
exposed edges are sealed with 2mm thick PVC edge Banding.Make:Godre j /Warila / Herman
Millar/Haworth/Dellform/Steelcase
SITC of Wardrobe
One for each bed factory made 2100 mm hieght wardrobe of minimum depth 650 mm and width
900mm made up of 18 mm thick both side decorative laminated high moisture resistant MDF
board in box, sides, top and bottom and 18 mm thick both side balancing laminated high
moisture resistant MDF board in shelves with stainless steel hardware as per architectural design
and specifications.
Providing & Fixing Study Table as per photograph.Study table of size:-1200(w) x 600(d) x
750(ht). The top shall be made out of 25 mm thick Pre-Laminated Particle Board of approved
shade, design and colour. All exposed edges are sealed with 2mm thick pvc edge banding tape
pressed at 200 degree C with hot melt glue on special machines. The Gable end shall be made
out of 18 mm thick Pre-Laminated Particle Board. The Modesty shall be made out of 18 mm
thick Pre-Laminated Particle Board of 600mm Ht. The Table is having one pencil drawer made
of 18mm PLPB. Pencil Drawer shall have extended facia for opening the drawer (without handle
design) with lock. Pencil Drawer size: 350(w) x 450 (d) x 150(ht).All hardware is of Ebco make.
Providing and Supplying in positon of visitor Chair as per photograph .The Seat and back of the
chair is upholstered with Fabric and seat shall have cut foam on 12mm thick BWP Plywood.
5 The chair shall have deep cushioned back and seat comfort to body contours for proper Each 10 5,500.00 55,000.00
alignment, posture and all day comfort. Chair having PU arms . The chair is featured with fixed
base made of MS duly powder coated.
Reception Table Table
Providing and Supplying in position Table with Mobile Drawer as per photograph .
Table size: 4800(w) x 600(d) x 750(ht) MM ,
Mobile drawer Size:-400(w) x 450(d) x 600(ht), Table Top made up of 25mm thick
prelaminated partical board with 2mm thick pvc edge banding tape, gable end made of 25 mm
6 thick prelaminated partical board with 2mm thick pvc edge banding tape. Table have modesty Each 2 45,000.00 90,000.00
18 mm thick prelaminated particle board, Modesty ht 600 mm. Table having provision of the
Grommet for the Wire Management on the table top, all exposed edges sealed with 2 mm thick
pvc edge band tape. Mobile Pedestal are made of 18mm thick PLPB with 2 +1 filling Drawer.
The Drawer units on the Castors. The drawer units are provided with center locking
7 Site Developments Each 4 34,875.00 1,39,500.00
Supplying and placing in position of 2 Sofa Size 1600 X 900 X 850 (WDH)mm , Frame :
Plywood and klin chemical treated tropical meranti wood. Seating cushions : 3 inches elastic
webbing (350 gsm) with daigonal weave and 7 inches layered foam, (32D 23D 32D HD) WITH
Ployster ployfill oiuter layer (180 gsm). Upholetry : Leatherette and Malamine finish rubber
wood legs. Suppling and Placing Main table of size 2400x750x740mmH, side table of size
900x450x740mmH and with 3 Drawer pedestal 350x450x550mmH, and back unit of Size
2400X450X1800 made of PLPB board conforming to IS : 12823 Interior Grade with PVC edge
banding. Top are with 25mm thk PLPB boards with 2mm PVC edge banding with enhanced
scratch resistance supported on 25mm thk. Gable ends and 18mm thk Modesty panels with PVC
8 edge banding . Separate provision for mounting switches on the wall adjoining the tables shall Each 4 24,487.50 97,950.00
be made by customer as the tables do not come with switch mounting facility. Wire routing /
wire management gourmets shall be provided on main or side table as specified by customer.
All the exposed edges are with 2mm PVC edge Imported banding & sealed edges are with
0.8mm thick PVC Imported edge banding. The top, side and hinged shutters are sealed with
2mm thick PVC edge banding.The units are assembled by knock down fittings such as Minifix
& Dowels. pedestal unit of size 350x450x550mm made up of 18mm thk. PLPB board
conforming to IS : 12823 Interior Grade with post formed edge profile on top with premium
central locking and 3 equal size drawers with roller slide mechanism for added mobility.
Make:Godrej/Steelcase/Warila /Haworth/Herman Miller
Size 1200 mm wide x 600 mm depth x 450 mm height.Center Table with 8mm thick Clear
9 Glass top, Under-structure verticals are made up of 50mm thick MDF with 0.4mm thk European Each 4 8,500.00 34,000.00
PVC foil & Horizontal support from 50mm thick Prelaminated MDF.All sides to have 0.8mm
thk edge band. Make:Godrej/Wipro/Warila/Dellform/Steelcase/Haworth
Digitally signed by
PRADYUMNA MUKHERJEE
Size 450 mm wide x 450 mm depth x 450 mm height.Center Table with 8mm thick Clear Glass
10 top, Under-structure verticals are made up of 50mm thick MDF with 0.4mm thk European PVC Each 4 4,500.00 18,000.00
foil & Horizontal support from 50mm thick Prelaminated MDF.All sides to have 0.8mm thk
edge band. Make:Godrej/Wipro/Warila/Dellform/Steelcase/Haworth
Dinning table Supplying and placing in position 6 seater Dinning of The table is in size of 1800
x 900 and the top can be either 25mm thick Prelam Particle board, Postlam Particle board,
membrane as per the requirement. The understructure has 2 vertical pipe with prong legs
connected horizontally. The pitch centre dia for the prong is 700mm. The prongs are made of
2mm thick SS 202. The prongs are connected to a vertical pipe. The pipe is of 75mm dia and is
made of 2mm thick SS 202. The height of the pipe is 575mm. The vertical pipe is connected to
the table support bracket. The dimension of the top support bracket is 215mm x 45mm and is
made of 1.6mm thick SS 202. The two vertical pipes are connected with the help of horizontal
pipes at the top and bottom. The horizontal connector pipe is of 25mm dia and is -mm long. It is
made up of 1.6mm thick SS 202. Additional 2 horizontal tubular pipes are provided below the
table top for strength and stability. The Tubular pipes are 25mm square of -- mm length and are
made of 1.6mm thick SS 202. The complete understructure is supported by levelers of 19mm
made of Nylon M8 threads. The dia of the Nylon leveler is 75mm.
Make:Godrej/Steelcase/Warila/Haworth/Herman Miller
Dinning table Supplying and placing in position 4 seater Dinning of The table is in size of 1500
x 900 and the top can be either 25mm thick Prelam Particle board, Postlam Particle board,
membrane as per the requirement. The understructure has 2 vertical pipe with prong legs
connected horizontally. The pitch centre dia for the prong is 700mm. The prongs are made of
2mm thick SS 202. The prongs are connected to a vertical pipe. The pipe is of 75mm dia and is
made of 2mm thick SS 202. The height of the pipe is 575mm. The vertical pipe is connected to
the table support bracket. The dimension of the top support bracket is 215mm x 45mm and is
made of 1.6mm thick SS 202. The two vertical pipes are connected with the help of horizontal
pipes at the top and bottom. The horizontal connector pipe is of 25mm dia and is -mm long. It is
made up of 1.6mm thick SS 202. Additional 2 horizontal tubular pipes are provided below the
table top for strength and stability. The Tubular pipes are 25mm square of -- mm length and are
made of 1.6mm thick SS 202. The complete understructure is supported by levelers of 19mm
made of Nylon M8 threads. The dia of the Nylon leveler is 75mm.
Make:Godrej/Steelcase/Warila/Haworth/Herman Miller
Dinning table Supplying and placing in position 4 seater Dinning of The table is in size of 1200
x 1200 and the top can be either 25mm thick Prelam Particle board, Postlam Particle board,
membrane as per the requirement. The understructure has 2 vertical pipe with prong legs
connected horizontally. The pitch centre dia for the prong is 700mm. The prongs are made of
2mm thick SS 202. The prongs are connected to a vertical pipe. The pipe is of 75mm dia and is
made of 2mm thick SS 202. The height of the pipe is 575mm. The vertical pipe is connected to
the table support bracket. The dimension of the top support bracket is 215mm x 45mm and is
made of 1.6mm thick SS 202. The two vertical pipes are connected with the help of horizontal
pipes at the top and bottom. The horizontal connector pipe is of 25mm dia and is -mm long. It is
made up of 1.6mm thick SS 202. Additional 2 horizontal tubular pipes are provided below the
table top for strength and stability. The Tubular pipes are 25mm square of -- mm length and are
made of 1.6mm thick SS 202. The complete understructure is supported by levelers of 19mm
made of Nylon M8 threads. The dia of the Nylon leveler is 75mm.
Make:Godrej/Steelcase/Warila/Haworth/Herman Miller
Supplying and placing in position of Dinning Chair made of moulded ply of Laminate finish
shell supported on MS pipe made of 19mm dia, 2mm wall thickness EWR pipe finished with 50-
60 mm silver ROHS certified powder coating
Make:Godrej/Steelcase/Warila/Haworth/Herman Miller
LED TV- SITC of 4K UHD 55" display having 65" diagonal size the brightness of the display
should be 400 nits or better, the contrast ratio should be minimum 1200:1, resolution
(3840x2160) Ready resolution Built in Android OS LED display with built in 2.4 Ghz Wi-Fi 33,
15 1.1 Ghz Built in Quad core processor, 3 GB DDR3 RAM, 32 GB Memory, built in 600 MHz Each 8 19,500.00 1,56,000.00
GPU, with 2K HDR, Built in Wi-Fi and Chromecast, Built in web browser, HDMI CEC, HDMI
ARC, Built-in Bluetooth Ver.3, 15W built in speakers or better , HDMI 2.0 X 3, AV X 1, USB
2.0 X 1, RJ45 X 1, Headphone Out x 1, SPDIF Out x 1
Supply, Installation, Testing & Commissioning of ISI marked stainless steel (Grade AISI 304)
storage type water cooler of 100 Liter storage tank capacity from an approved manufacturer
having water cooling capacity of 60 Liters per hour with including all connections to Water
purifier with all complete accessories or as per direction of Engineer-in-charge
Air cooler - Supply, Installation, Testing & Commissioning of ISI marked Evaporative Air
17 Coolers (Desert Coolers), Floor Mounted from an approved manufacturer having Air Capacity - Each 90 9,600.00 8,64,000.00
3000 m3/hr. with all complete accessories or as per direction of Engineer-in-charge
Blanket- Supply of Handloom Blanket having size of 2350mm x 1400 mm having minimum
material composition of 70% wool & remainder polyamide
Supply, Installation, Testing & Commissioning of ISI marked fully automatic water purifier
from an approved manufacturer having water purifying capacity of 100 Liters per hour with
active carbon filter, sediment filter and Inbuilt TDS controller with all complete accessories or
as per direction of Engineer-in-charge
Providing & Installation of polyester Vertical Blinds of Slat Width 75 mm and Slat Thickness 1
20 mm in approved colour & design with all necessary accessories or as per Direction of Engineer- Sqm 4,500.00 -
Providing & Installation of Polyester Curtain of 300 GSM or less as per approved colour &
design with all necessary accessories or as per Direction of Engineer-in-charge.
Supply & Installation of Modular Kitchen counter, Cabinets & Storage with all necessary
accessories or as per direction of Engineer-in-charge.
Digitally signed by
PRADYUMNA MUKHERJEE
Providing and fixing of signages, modular curved frame technology,of various widths and
lengths, to form suggested usages,made of aluminium extruded sections , duly anodised ,all
signages shall be provided with 0.6-0.8mm polycarbonate protecting film over the prints, of
appropriate size,
b DESIGNATION PLATE (80x300) Each 5 2,000.00 10,000.00
c BOTH SIDE-WALL PROJECTED GENTS TOILET (200x200) Each 23 2,800.00 64,400.00
d DOOR PLATE LADIES TOILET (80x300) Each 23 2,000.00 46,000.00
e DOOR PLATE GENTS TOILET (80x300) Each 23 2,000.00 46,000.00
f DOOR PLATE HANDICAP TOILET (80x300) Each 23 2,000.00 46,000.00
g ELECTRICAL PANEL (80x300) Each 2 2,000.00 4,000.00
h RECEPTION NAME PLATES (80x300) Each 2 2,000.00 4,000.00
i DRINKING WATER (200x200) Each 23 2,800.00 64,400.00
j AUTHORISED PERSONAL ONLY (80x300) Each 3 2,000.00 6,000.00
Digitally signed by
PRADYUMNA MUKHERJEE
aoc.pdf
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